PWD Schedule of Rates 2018-2

PWD SCHEDULE OF RATES 2018 FOR CIVIL WORKS FIFTEENTH EDITION

PUBLIC WORKS DEPARTMENT GOVERNMENT OF THE PEOPLE’S REPUBLIC OF BANGLADESH

EFFECTIVE FROM 01 MAY 2018

© Public © Public Works Department

Published by: Public Works Department Purta Bhaban, Segun Bagicha Dhaka-1000.

Fifteenth Edition 01 May 2018

Price: Tk. 5000.00

Written suggestions on PWD Schedule of Rates 2018 for Civil Works may please be addressed to Chief Engineer Public Works Department Purta Bhaban, Segun Bagicha Dhaka- 1000 Fax: +88-02-9562913 Email: [email protected]

© Public © Public Works Department

Published by: Public Works Department Purta Bhaban, Segun Bagicha Dhaka-1000.

Fifteenth Edition 01 May 2018

Price: Tk. 5000.00

Written suggestions on PWD Schedule of Rates 2018 for Civil Works may please be addressed to Chief Engineer Public Works Department Purta Bhaban, Segun Bagicha Dhaka- 1000 Fax: +88-02-9562913 Email: [email protected]

AUTHENTICATION The Fifteenth Edition of PWD Schedule of Rates 2018 for Civil Works that has been recommended by the committee formed vide memo. no. 5 sh-12/14-1551, dated 14-09-2017 is hereby authenticated and endorsed by the undersigned for official use in Public Works Department (PWD), Bangladesh with effect from 01 May 2018.

Mohammad Rafiqul Islam Chief Engineer Public Works Department

FOREWORD Public Works Department (PWD) under Ministry of Housing and Public Works is pleased to publish the PWD Schedule of Rates 2018 for Civil Works. Works. With the advent of modern construction technologies and emergence of new construction materials, the diversity and complexity of construction of buildings have increased manifold. Bangladesh is now holding the status of developing country. Timely completion of construction projects is utmost important to hold that milestone and to accelerate achieving further goal, hope and aspiration of the nation. Unlike past, construction of high-rise buildings has become a necessity for optimum use of scarce land in a very populous country like Bangladesh. Building services and environmental issues are getting importance along the passage of time. As per the direction of the government, projects are now being planned keeping provisions for onsite waste management system. Use of environment friendly building materials are also being encouraged by the government. These have made a paradigm shift in the nature of construction of buildings in public sector. Moreover, price of existing building materials also changed over time. These called for a revision of the existing PWD Schedule of Rates.

The current edition has been substantially enhanced to keep it aligned with the modern construction practices and current market price of construction materials. Many new items pertaining to civil works have been included. Efforts have been made to incorporate as many items as possible which are being used in the construction sector of the country. However, due to high diversity in type and class of construction materials available in the market, only the most commonly used materials listed in BSTI approved brands have been incorporated with their average market rates. Some amendments of the earlier version of PWD SoR have also been made in this edition.

Rates of all the items of work prescribed in this PWD Schedule of Rates 2018 for Civil Works Works should be read and understood in conjunction with the document Analysis document Analysis of PWD Schedule Schedu le of Rates 2018 20 18 for fo r Civil Works. Works. Rates are based on study of price of various input such as material, labour, machine etc. of Dhaka, other metropolitan cities and district towns collected during the period of September 2017 to April 2018. These rates have been used in analyzing and developing built-up item rates. This document can be used as a guiding tool for rate analysis for different item for which built-up item rates could not be included. Useful information for such analysis have been included in the document.

Preparation of such document within a short span of time is a daunting task. In spite of every effort to make this document flawless, there might have inadvertent errors in various parts of the document. Notifying any such mistakes by the users would be highly appreciated. Moreover, PWD welcomes comments, suggestions and feedback from the users to improve this document in future. Manufacturers and dealers are also welcome to send details of materials approved by BSTI to be incorporated in the next version. The department expresses its gratitude to all who contributed directly or indirectly in preparing and publishing this new edition.

Purta Bhaban Segun Bagicha, Dhaka

Mohammad Rafiqul Islam Chief Engineer Public Works Department

PREFACE 1.0

PWD Schedule of Rates 2018 for Civil Works is the revised edition of PWD Schedule of Rates 2014 for Civil Works.

2.0

This PWD Schedule of Rates 2018 for Civil Works incorporates most of the items with all corrections and will replace PWD Schedule of Rates 2014 for Civil Works. The nomenclature of many items has been improved by making it more generic and comprehensive. Items of PWD Schedule of Rates 2014 for Civil Works, which have become obsolete over a period of time or are not in use, have been dropped.

3.0

Items of some new and imported materials are included for better quality works with the demand of time.

4.0

This PWD Schedule of Rates 2018 for Civil Works is based on the study of current market rates of materials at Dhaka and other metropolitan cities, district towns collected during the period of September 2017 to April 2018 and labour rates are the current market rates.

5.0

The following are the salient features of PWD Schedule of Rates 2018 for Civil Works.

6.0

5.1

The description of items of works of this PWD Schedule of Rates 2018 for Civil Works bears the adherence toPWD to PWD Book of Specification and Bangladesh National Building Code (BNBC).

5.2

Basic rates of relevant materials are provided for convenience of the user.

5.3

Generally, the basic rates of materials, incorporated in the schedule, are pertaining to materials conforming to Bangladesh Standards (BDS) and other international standards available in the market.

A lot of effort has gone into the preparation of this PWD Schedule of Rates 2018 for Civil Works. I convey my deep appreciation and sincere thanks to all the members and their associates involved in producing this PWD Schedule of Rates 2018 for Civil Works.

Purta Bhaban Segun Bagicha, Dhaka

Md. Aminul Islam Khan Convenor PWD Schedule of Rates Committee & Additional Chief Engine er (P&SP) Public Works Department

PWD SCHEDULE OF RATES PREPARATION COMMITTEE Formed vide memo. no. 5 sh-12/14-1551, dated 14-09-2017 Sl. No.

Name

Designation and Office

Status

1.

Md. Aminul Islam Khan

Additional Chief Engineer (P&SP), PWD, Dhaka

2.

Md. Shahadat Hossain

Additional Chief Engineer (Establishment & Co-ord.), PWD, Dhaka

Member

3

Md. Abdul Hye

Additional Chief Engineer, Dhaka Zone, PWD, Dhaka

Member

4.

Md. Salim Khan

Additional Chief Engineer (Health Wing), PWD, Dhaka

Member

5.

Mohammad Abdul Majid

Additional Chief Engineer, E/M Zone, PWD, Dhaka

Member

6.

Shahadat Hossain

Deputy Chief Architect (Co-ord), Department of Architecture, Dhaka

Member

7.

Zafar Ahmed

Superintending Engineer, E/M Circle-1, PWD, Dhaka

Member

8.

Md. Nurul Islam

Superintending Engineer, E/M P&D Circle, PWD, Dhaka

Member

9.

Md. Nazibar Rahman

Superintending Engineer, Savar Circle, PWD, Dhaka

Member

10.

S.M Zulkernine

Superintending Engineer (Development), PWD, Dhaka

Member

11.

Md. Sohel Rahman

Superintending Engineer, Design Circle-1, PWD, Dhaka

Member

12.

Md. Rafiqul Islam

Superintending Engineer, Project Circle-2, PWD, Dhaka

Member

13.

Md. Jamilur Rahman

Superintending Engineer, Project Circle-1, PWD, Dhaka

Member

14.

Kazi Md. Firoze Hassan

Superintending Engineer, PECU Circle, PWD, Dhaka

Member

15.

Md. Syied Mahbub Morshed

Superintending Engineer, Monitoring & Audit Circle, PWD, Dhaka

Member

16.

Abdur Razzaque Khan

Executive Engineer, E/M P&D Division-2, PWD, Dhaka

Member

17.

Md. Shakhawat Hossain

Executive Engineer, Design Division-5, PWD, Dhaka

Member

18.

SK. Md. Kudrot-E-Khuda

Chief Arboriculturist, Arboriculture PWD Division, Dhaka

Member

19.

Rafia Begum

Executive Engineer, E/M P&D Division-1, PWD, Dhaka

Member

20.

Md. Shamsul Islam


Member

21.

Nur-E-Kawonine


Member

22.

Zahid Hasan Khan

Executive Engineer, PWD, Dhaka

Member

23.

Md. Maminul Haque Bhuiyan

Chief Accounts Officer, PWD, Dhaka

Member

24.

Md. Emdadul Huq


Associates Mohammad Ferdous-Uz-Zaman, Sub-Divisional Engineer, Design Division-2, PWD, Dhaka 



Md. Raquibul Hasan, Sub-Divisional Engineer, Design Division-2, PWD, Dhaka



Md. Fateh Azam Khan, Assistant Engineer, Design Division-4, PWD, Dhaka



Rajib Kanti Biswas, Assistant Engineer, Design Division-2, PWD, Dhaka



Tariq Mahmud, Assistant Engineer, Design Division-1, PWD, Dhaka

Convenor

Member Secretary

SPECIAL NOTE Utmost care has been taken to overcome mistakes and confusion etc. in description of items, units, rates although there may always be chances of unwilling printing mistakes. However, if confusion arises in the interpretation in any item/items, unit, rates etc. and if situation so demands, then the procuring entity must clarify and resolve the issue and approval is to be obtained in this regard from the competent authority (HOPE or his authorized representative). Hence the decision given by the competent authority will be treated as final.

TABLE OF CONTENTS Sl. No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45

Contents Conversion Table Unit weight of different engineering materials and weight of different steel sections Cross sectional area and mass of round bar Wire and sheet metal gauge in decimals of an inch Distance matrix (District HQ to District HQ) Miscellaneous measurement relations Rates of man, materials and mark-ups Carriage of materials Division 1: General and site facilities Division 2: Excavation, filling & site development and palisading Division 3: Brick soling, CC, DPC etc. Division 4: Brick works, patent stone in floor and fancy screen block works Division 5: Mosaic works Division 6: Tiles, marble stone and granite stone works Division 7: Reinforced cement concrete (RCC) works Division 8: M. S. fabrication and construction joint in RCC works Division 9: Pile works and pile test Division 10: Structural steel works, sheet roofing and safety canopy Division 11: Wood works in door and window frame, roof truss and railings Division 12: Door-window shutter & fly proof wire-net shutter Division 13: Window grill, verandah grill & netting Division 14: Aluminium door, window frame and glass works Division 15: Cement plaster, fair-face plaster and pointing works Division 16: Painting and polishing Division 17: Lime terracing, roof top water proofing for garden and swimming pool Division 18: False ceiling, wall paneling Division 19: Collapsible gate, M.S. gate, rolling shutter etc. Division 20: Stair & verandah railing and stair nosing Division 21: Grill fencing and barbed wire fencing Division 22: Miscellaneous items Division 23: Ferrocement works Division 24: Road and pavement works Division 25: Arboriculture works Division 26: Sanitary & water supply works Division 27: Deep tube-well Division 28: Gas connection works Division 29: Termite treatment works Division 30: Concrete hollow block, facings and paving stone, non fire block Division 31: Sub-soil investigation works Division 32: Repair works Division 33: Laboratory tests of Engineering Materials* Annexure – A: Plinth Area Rates Annexure –B: Guideline for Preparation of Rough Estimate Annexure –C: Finishing Schedule Annexure –D: Material Brand as User Guide

* Every tender shall bear related items from this division

Page i-iii iv-v vi vii viii-ix x 1-66 66-67 68-71 72-75 76-77 78-83 84-87 88-94 95-102 103-104 105-111 112-114 115-116 117-123 124-125 126-134 135-137 138-141 142-143 144-146 147-150 151-153 154-155 156-160 161-164 165-170 171-172 173-193 194-213 214-216 217-218 219-227 228-230 231-240 241-276 277-287 288-294 295-298 299-305

CONVERSION TABLE

PWD SoR 2018 for Civil Works

i

CONVERSION TABLE FPS AND METRIC SYSTEM (TABLE – 1 TO 3)

TABLE – 1 FPS

METRIC

METRIC

FPS

1 inch

25.40 mm = 2.54 cm

1 mm

0.03937 inch

1 feet

30.48 cm = 0.3048 m

1 meter

3.281 ft.

1 mile

1.609 km

1 km

0.6214 mile

1 gallon (UK)

4.546 liter

1 liter

0.22 gallon (UK)

1 pound

0. 4536 kg

1 kg.

2.205 lb

1 seer

0.9331 kg

1 kg

1.072 seer

1 maund

37.324 kg

1 kg

85.74 tolas

1 ton

1.016 tonne

1 tonne

0.984 ton = 1000 kg.

1 cwt. (UK)

0.508 quintal

1 quintal

1.969 cwt (UK)

1 in2

6.452 cm2

1 cm2

0.155 in2

1 ft2

0.093 m2

1 m2

10.764 ft2


ii

TABLE – 2 CONVERSION FACTOR

CONVERSION FACTOR Remarks

Length

Area

Volume

Moment of Inertia Power, Work, Energy, Quantity of heat

British (FPS)

Metric

SI

SI

Metric

British (FPS)

1 in

25.4 mm

25.4 mm

1 mm

1 mm

0.03937 in

1 ft.

0.3048 m

0.3048 m

1 cm

1 cm

0.3937 in

1 yd

0.9144 m

0.9144 m

1m

1m

3.281 ft.

1 mile

1.609 km

1.609 km

1 km

1 km

0.6214 mi

1 nautical mile

1.852 km

1.852 km

1 km

1 km

0.5399 nautical mile

1 in2

6.452 cm2

6.452 cm2

1 cm2

1 cm2

0.155 in 2

1 ft2

0.0929 m2

0.0929 m2

1 m2

1 m2

10.764 ft2

1 yd2

0.8361 m2

0.8361 m2

1 m2

1 m2

1.196 yd2

1 mi2

2.59 km 2

2.59 km2

1 km2

1 km

0.3861 mi2

acre

0.4047 ha

0.4047 ha

1 ha

1 ha

2.471 acre

1 in3

16.387 cm 3

16.387 cm3

1 cm3

1 cm3

0.061 in 3

1 ft3

0.02832 m 3

0.02832 m3

1 m3

1 m3

35.315 ft3

1 yd3

0.7648 m3

0.7648 m3

1 m3

1 m3

1.308 yd3

1 gal (UK)

4.546 liters

4.546 liters

1 liter

1 liter

0.22 gal (UK)

1 gal (US)

3.7854 liters

3.7854 liters

1 liter

1 liter

0.264 gal (US)

1 in4

41.623 cm 4

41.623 cm4

1 cm4

1 cm4

0.024 in 4

1 ft4

0.008631 m4

0.008631 m4

1 m4

1 m4

115.86 ft4

0.7457 kw

0.7457 kw

1 kw

1 kw

1.341 hp

1.055 kilo joules

1.055 kilo joules

1 kj

1 kj

0.9478 btu

1 kcl

1 kcl

3.9651 btu

1 hp 1 btu

Miscellaneous Units: 1 great gross = 12 gross = 144 dozen 1 quire=24 sheets 1 gross=12 dozen = 144 units 1 ream = 20 quires = 480 sheets 1 dozen=12 units 1 ream printing paper = 500 sheets 1 score=20 units

1 in = 2.54 cm

1 in2 = 645.2 mm 2 1 acre = 43560 ft 2 = 4047m2 1 km2= 247.105 acres 1 hectre = 10000 m 2

1 ft3 = 6.23901 gal = 28.316 liters 1 bushel (imperial) = 36.37 liters

1 J = 1 Nm 1 hp = 1.01387 metric hp = 550 ft-lb/sec 1 W = 1 J/sec


iii

TABLE – 3 CONVERSION FACTOR British (FPS) 1 gr 1 oz (avoir) 1 lb (avoir)

CONVERSION FACTOR Remarks

Metric

SI

SI

Metric

British (FPS)

0.0648 gm 28.349 gm 0.4536 kg

0.0648 gm 28.349 gm 0.4536 kg

1 gm 1 gm 1 kg

1 gm 1 gm 1 kg

15.432 gr 0.0353 oz 2.205 lbs

4.4482 N 4.4482 kN 9.964 kN

1N 1 kN 1 kN

0.102 kg 101.96 kg 101.96 kg

0.2248 lb 224.81 lb 2.007 cwt

1 cwt

0.4536 kg 453.6 kg 1.016 tonne (1016 kg) 50.80 kg

Linear loads (load per unit length)

1 lb/in 1 lb/ft. 1 kip/ft. 1 ton/ft

0.01786 kg/mm 1.488 kg/m 1488.19 kg/m 3.333 tonne/m

0.17512 N/mm 0.0146 kN/m 14.5939 kN/m 32.69 kN/m

1 N/mm 1 kN/m 1 kN/m

0.102 kg/mm 101.96 kg/m 0.102 tonne/m

5.71 lb/in 68.52lb/ft. 0.031 ton/ft

Surface loads (load per unit area)

1 lb/in 2 1 lb/ft2 1 kip/ft 2 1 ton/ft2

0.0703 kg/cm2 4.883 kg/m2 4883 kg/m 2 10.937 tonne /m 2

6.895 kN/m2 0.04788 kN/m2 47.8803 kN/m2 107.14 kN/m2

1 MN/m2

145.038 lb/in 2

1 lb/in 3

0.0000277 kg/mm3 16.02 kg/m3 35.88 tonne/m 3

0.00027N/mm3

101972.6 kg/m2 101.97 kg/m2 0.102 tonne/ m2 0.1021 kg/mm3 101.92 kg/m3 0.102 tonne/m 3

Mass

Conc. load/force, mass, weight

Density (unit weight)

Stress, modulus of elasticity, pressure

Moment/ Torque Velocity/ Speed Accelerati on Temperatu re (Celsius)

1 lb 1 kip 1 ton

1 lb/ft3 1 ton/ft3

0.4982 kN

0.1572 kN/m3 352.08 kN/m3

1 lb/in 2 1 kip/in2 1 lb/ft2

0.0703 kg/cm2 70.3078 kg/cm2 4.883 kg/m2

6.895 kPa 6.895 mPa 47.8802 Pa

1 lb-in 1 lb-ft 1 kip-ft 1 ton-ft 1 ft/sec 1 mile/sec 1 mile/hr

11.5214 kg-mm 0.1383 kg-m 138.3 kg-m 0.31 tonne-m 0.3048 m/sec 1.609 km/sec 0.4470 m/sec

112.98 N-mm 1.3558 N-m 1.3558 kN-m 3.037 kN-m 0.3048 m/sec 1.609 km/sec 0.4470 m/sec

1 ft/sec2

0.3048 m/sec 2

0.3048 m/sec 2

1 kN/m2 1 kN/m2 1 N/mm 3 1 kN/m3 1 kN/m3

20.885 lb/ft2 0.00933 ton/ft2 3703.70 lb/in3 6.361 lb/ft3 0.0028 ton/ft3

1 mPa 1 kPa

10.19 kg/cm2 101.97 kg/m2

145.038 lb/in 2 20.885 lb/ft2

1 N-mm 1 N-m 1 kN-m

0.102 kg-mm 0.102 kg-m 0.102 tonnem

0.0088lb-in 0.738 lb-ft 0.3293 ton-ft

1 m/sec 1 km/sec

1 m/sec 1 km/sec

3.281 ft/sec 2236.94 mi/hr

1 m/sec2

1 m/sec2

3.281 ft/sec2

1 degree Fahrenheit ( 0F) = (t 0-32)/1.8 degree Celsius ( 0C)

1 lb = 0.486 seer 1 kg = 1.072 seer = 85.74 tolas 1 kg = 2.2046 lb = 9.807 N 1 tonne = 10 quintal = 1000 kg = 26.7923 maund 1 kg = 0.01968 cwt 1 ton = 2200 lb =907.2 kg. 1 kg/m = 9.80 N/m = 0.672 lb/ft.

1 kg /cm 2 = 2048.16lb/ft 2 1 kg/cm2 = 0.968 atom 1 kg/m2 = 0.205 lb/ft 2

1 kg/m3 = 0.0624 Ib/ft 3

MPa = MN/m 2 = N/mm 2 = 1000 kN/m2 1 Pa = 1N/m 2 1 kN = 224.809 lbs 1 kg/cm2 = 14.223 lb/in 2 1 ft. of water = 2.989 kPa


iv

UNIT WEIGHT OF DIFFERENT ENGINEERING MATERIALS AND WEIGHT OF DIFFERENT STEEL SECTIONS (TABLE – 4 TO 8)

TABLE – 4

UNIT WEIGHT OF ENGINEERING MATERIALS Unit Weight of Different Materials Unit weight Materials lb/cft kg/cum Asphalt 66 1057 Aluminium 165 2643 Bamboo 25 400 Bitumen 65 1040 Brass 534 8552 Bricks 69 1110 Brick ballast 60-70 960-1120 Brick chips 80-110 1280-1760 Brick work 120 1922 Cast iron 450 7207 Cement 90 1440 Cement concrete 140 2240 Clay ( dry to wet) 115-130 1840-2080 Coal (loose) 50 800 Copper 556 8905 Earth (compacted & damp) 100 1600 Earth (dry & loose) 90 1440 Garjan timber 45-50 720-800 Gravel 90 1440 Lead 710 11371 Lime concrete 120 1920 Lime (slaked to fresh) 40-60 640-960 Lime stone 150 2400 Macadam (tar) 140 2242 Marble 169 2707 Mild steel 490 7850 Pebbles 90 1440 Plain concrete 144 2300 Reinforced cement concrete 150 2400 Sal wood 60-65 960-1040 Sand (dry to wet) 100-120 1600-1920 Shingles 90 1440 Silver 656 10506 Stone ballast 100 1600 Sundari wood 55-65 880-1040 Surki 80 1280 Surki mortar 85-120 1360-1920 Tar 90 1440 Teak wood 45-55 720-880 Water at 40 C 62.45 1000 Wrought iron 480 7688

Unit Weight of M.S. Flat Bars** Size Weight inch mm* lb/rft kg/meter ¾ x 1/8 20 x 3 0.32 0.471 ¾ x 3/16 20 x 5 0.48 0.785 ¾x¼ 20 x 6 0.64 0.942 1 x 1/8 25 x 3 0.43 0.589 1 x 3/16 25 x 5 0.64 0.981 1x¼ 25 x 6 0.85 1.178 1 ¼ x 1/8 30 x 3 0.53 0.707 1 ¼ x 3/16 30 x 5 0.80 1.178 1¼x¼ 30 x 6 1.06 1.413 1 ½ x 1/8 40 x 3 0.64 0.942 1 ½ x 3/16 40 x 5 0.96 1.570 1½x¼ 40 x 6 1.28 1.884 2 x 3/3/16 50 x 5 1.28 1.9625 2x¼ 50 x 6 1.70 2.335 UNIT WEIGHT OF M.S. SOLID SQUARE BARS Size Weight inch mm* lb/rft kg/meter ½x½ 12 x 12 0.851 1.130 ¾x¾ 20 x 20 1.914 3.140 1x1 25 x 25 3.403 4.906 UNIT WEIGHT OF M.S. Z-SECTION Size Weight inch mm* lb/rft kg/meter ¾ x ¾ x ¾ x 1/8 20 x 20 x 20 x 3 0.851 1.272 ¾ x ¾ x ¾ x 3/16 20 x 20 x 5 1.196 1.963 1 x 1 x 1/8 25 x 25 x 3 1.170 1.625 1 x 1 x 3/16 25 x 25 x 5 1.675 2.551 UNIT WEIGHT OF M.S. ANGLE Size Weight inch mm* lb/rft kg/meter ¾ x ¾ x 1/8 20 x 20 x 3 0.585 0.871 ¾ x ¾ x 3/16 20 x 20 x 5 0.837 1.374 ¾x ¾ x ¼ 20 x 20 x 6 1.063 1.601 1 x 1 x 1/8 25 x 25 x 3 0.798 1.107 1 x 1 x 3/16 25 x 25 x 5 1.156 1.766 1x1x¼ 25 x 25 x 6 1.489 2.072 1 ½ x 1 ½ x 1/8 40 x 40 x 3 1.223 1.813 1 ½ x 1 ½ x 3/16 40 x 40 x 5 1.794 2.944 1½x1½x¼ 40 x 40 x 6 2.339 3.485 2 x 2 x 3/16 50 x 50 x 5 2.432 3.729 2x2x¼ 20 x 20 x 6 3.190 4.427 2½x2½x¼ 65 x 65 x 6 4.041 5.840 3x3x¼ 75 x 75 x 6 4.891 6.782 3 x 3 x 5/16 75 x 75 x 8 6.048 8.918 ** Unit weight with respect to FPS measurements of materials * Measurements in soft conversion


v

TABLE – 5 WEIGHT OF M.S. TEES PER RFT Size in inch

Weight in lbs.

Size in inch

Weight in lbs.

Size in inch

Weight in lbs.

Size in inch

Weight in lbs.

1 x 1 x 1/8

0.81

1½x1½x¼

2.35

2¼x2¼x¼

3.64

3 x 3 x 3/8

7.20

1x1x¼

1.54

1¾x1¾x¼

2.79

2½x2½x¼

4.07

3x3x½

9.38

1 ¼ x 1 ¼ x 3/16

1.50

1 ¾ x 1 ¾ x 3/16

2.11

2 ½ x 2 ½ x 5/16

5.00

3 ½ x 3 ½ x 3/8

8.49

1¼x1¼x¼

1.88

2x2x¼

3.21

2 ½ x 2 ½ x 3/8

5.92

3½x3½x½

11.08

1 ½ x 1 ½ x 3/16

1.81

2 x 2 x 3/8

4.64

3x3x¼

4.91

TABLE – 6 WEIGHT OF M.S SHEET/PLATE PER SFT. Thickness in

Weight in

Thickness in

Weight in

Thickness in

Weight in

Thickness

BWG

lbs.

inch

lbs.

inch

lbs.

in inch

24

1.01

1/16

2.55

5/16

12.75

5/8

25.50

22

1.27

1/8

5.10

3/8

15.30

3/4

30.60

20

1.59

3/16

7.65

7/16

17.85

7/8

35.70

18

2.04

1/4

10.20

1/2

20.40

1

40.80

Weight in lbs.


vi

TABLE – 7 CROSS-SECTIONAL AREA AND MASS OF ROUND BAR

Nominal Size (dia in mm)

Cross-sectional area in mm2

Perimeter in mm

Mass per running meter in kg

Length per 100 kg in meter

4

12.6

12.7

0.099

1010.10

5

19.6

15.71

0.154

644.35

28.3

18.85

0.222

450.45

7

38.5

21.99

0.302

331.12

8

50.3

25.13

0.395

253.16

6

2

10

3

78.5

31.42

0.616

162.34

12

4

113.0

37.70

0.888

112.61

16

5

201.0

50.27

1.579

63.33

20

6

314.0

62.83

2.466

40.55

22

7

380.0

69.11

2.980

33.56

25

8

491.0

78.54

3.854

25.95

28

9

616.0

87.96

4.830

20.70

32

10

804.0

100.53

6.313

15.8

1257.0

125.66

9.864

10.14

40

1BDS

Bar No.

1

1313: 1991


vii

TABLE – 8 WIRE AND SHEET METAL GAUGES IN DECIMALS OF AN INCH Name of Gauge

United States Standard Gauge

Principle Use

Uncoated Steel Sheets and Light Plates

Gauge No.

Weight oz. per sq. ft.

Approximate thickness in inch

United States Steel American or Brown New British Imperial or Birmingham or Stubs Wire Gauge & Sharpe Wire Birmingham English Legal Iron Wire Gauge Gauge Standard Sheet Standard Wire Gauge (BWG) & Hoop Gauge (SWG) Steel Wire except Non-Ferrous Iron and Steel Wire Strips, Bands, Hoops Music Wire Sheets and Wire Sheets and and Wire Hoops Thickness in inch

7/0's 0.4960 . 0.6666 0.5 6/0's 0.4615 0.5800 0.625 0.464 5/0's 0.4305 0.5165 0.5883 0.432 0.5 4/0's 0.3938 0.4600 0.5416 0.4 0.454 3/0's 0.3625 0.4096 0.5 0.372 0.425 2/0's 0.3310 0.3648 0.4452 0.348 0.38 0 0.3065 0.3249 0.3964 0.324 0.34 1 0.2830 0.2893 0.3532 0.3 0.3 2 0.2625 0.2576 0.3147 0.276 0.284 3 160 0.2391 0.2437 0.2294 0.2804 0.252 0.259 4 150 0.2242 0.2253 0.2043 0.25 0.232 0.238 5 140 0.2092 0.2070 0.1819 0.2225 0.212 0.22 6 130 0.1943 0.1920 0.1620 0.1981 0.192 0.203 7 120 0.1793 0.1770 0.1443 0.1764 0.176 0.18 8 110 0.1644 0.1620 0.1285 0.157 0.16 0.165 9 100 0.1495 0.1483 0.1144 0.1398 0.144 0.148 10 90 0.1345 0.1350 0.1019 0.125 0.128 0.134 11 80 0.1196 0.1205 0.0907 0.113 0.116 0.12 12 70 0.1046 0.1055 0.0808 0.0991 0.104 0.109 13 60 0.0897 0.0915 0.072 0.0882 0.092 0.095 14 50 0.0747 0.0800 0.0641 0.0785 0.08 0.083 15 45 0.0673 0.0720 0.0571 0.0699 0.072 0.072 16 40 0.0598 0.0625 0.0508 0.0626 0.064 0.065 17 36 0.0538 0.0540 0.0453 0.0556 0.056 0.058 18 32 0.0478 0.0475 0.0403 0.0495 0.048 0.049 19 28 0.0418 0.0410 0.0359 0.044 0.04 0.042 20 24 0.0359 0.0348 0.032 0.0392 0.036 0.035 21 22 0.0329 0.0318 0.0285 0.0349 0.032 0.032 22 20 0.0299 0.0286 0.0253 0.0313 0.028 0.028 23 18 0.0269 0.0258 0.0226 0.0278 0.024 0.025 24 16 0.0239 0.0230 0.0201 0.0248 0.022 0.022 25 14 0.0209 0.0204 0.0179 0.022 0.020 0.020 26 12 0.0179 0.0181 0.0159 0.0196 0.018 0.018 27 11 0.0164 0.0173 0.0142 0.0175 0.0164 0.016 28 10 0.0149 0.0162 0.0126 0.0156 0.048 0.014 29 9 0.0135 0.0150 0.0113 0.0139 0.036 0.013 30 8 0.0120 0.0140 0.01 0.0123 0.024 0.012 31 7 0.0105 0.0132 0.0089 0.011 0.0116 0.01 32 6.5 0.0097 0.0128 0.008 0.0098 0.0108 0.009 33 6 0.0090 0.0118 0.0071 0.0087 0.01 0.008 34 5.5 0.0082 0.0104 0.0063 0.0077 0.0092 0.007 35 5 0.0075 0.0095 0.0056 0.0069 0.0084 0.005 36 4.5 0.0067 0.0090 0.005 0.0061 0.0076 0.004 37 4.25 0.0064 0.0085 0.0045 0.0054 0.0068 38 4 0.0060 0.0080 0.004 0.0058 0.006 39 0.0075 0.0035 0.0043 0.0052 40 0.0070 0.0031 0.0039 0.0048 U.S. Standard Gauge is officially a weight Gauge, in oz. Per sq. ft as tabulated. The approximate thickness shown is the "Manufacturers' Standard" of the American Iron and Steel Institute, based on steel as weighing 501.81 Ib. per cu. ft. (489.6 true weight plus 2.5% for average over-run in area and thickness).


Distance Matrix (District HQ to District HQ)**, Length in kilometer

URL: www.rhd.gov.bd

viii


ix

**Note: This is a indicative distance chart. Users are requested to verify the distances before using. District headquarters have been consider on the nearest RHD roads. Shortest route have been considered for measuring the distance. For the same destination, if alternate route is used, then distance will vary.


x

MISCELLANEOUS MEASUREMENT RELATIONS 

Dry volume of concrete, mortar etc. = 1.5 x wet volume(approx.)



100 maunds of slaked lime or sand or Surki = 225 cft. (2.25 cft. = 1 maund)



100 cft. of khoa or brick chips required 850 Nos. bricks of size 9.5" x 4.5" x 2.75"



Standard Bricks(9.5" x 4.5" x 2.75")1000 Nos. = approx. 72 cft. = 2.039 cum = 3172 to 4000 kg.



1 bag of cement (British) = 1.25 cft. = 50 kg. (BDS EN 197 CEM-I)



1 Ton of C.I. Sheet (24 B.W.G.) = 10 bundles



1 bundle = Size of C.I. sheet

No of C.I. sheet

Size of C.I. sheet

No of C.I. sheet

6' – 0" long

12 nos

8' – 0" long

9 nos

7' – 0" long

10 nos

9' – 0" long

8 nos

10' – 0" long

7 nos



Width of C.I. Sheet = 32 inch



950 rft of barbed wire (12 B.W.G.) = 1 cwt



200 Nos. of 2.5" long nails = 1 seer



1 gallon of plastic emulsion paint / synthetic enamel paint covers 300 sft of new surface (approx.)



1 gallon of distemper covers 250 sft of new surface (approx.)



1 drum (40 kg) of snowcem covers 2070 square meters (approx.)



100 cft masonry brick work requires 1100 nos standard bricks (size 9.5" x 4.5" x 2.75") with 0.25” thickness of mortar

Brick Soling: 

Single brick flat soling requires

: 300 Nos. bricks per % sft. (Brick size 9.5" x 4.5" x 2.75")



Double brick flat soling requires

: 600 Nos. bricks per % sft. (Brick size 9.5" x 4.5" x 2.75")



Herringbone bond (HBB) brick soling requires

: 500 Nos. bricks pre % sft. (Brick size 9.5" x 4.5" x 2.75")



Brick on end edging requires

: 250 Nos. bricks per % rft. (Brick size 9.5" x 4.5" x 2.75")

RATES OF MAN, MATERIAL AND MARK-UPS



RATES OF MAN, MATERIAL AND MARK-UPS SL

Items

Rate

Unit

1

MARK-UPS

1

Contractor's Profit

2

Contractor's Overhead Expenses

3.50%

3

VAT

6.00%

4

Additional Incidental Expenses for Gas Line Installation Works

C1

10.00%

10.00%

LABOUR & MAN-POWER: PER DAY

1

Head mason / Mosaic head mistry

Tk.

600.00

per day

2

Mason

Tk.

500.00

per day

3

Skilled labour

Tk.

390.00

per day

4

Ordinary labour

Tk.

320.00

per day

5

Field Engineer (minimum BSc in Eng. with 3yrs exp or Diploma in Eng. with 8yrs exp)

Tk. 1,800.00

per day

6

Skilled technician

Tk. 1,000.00

per day

7

Semi skilled technician

Tk.

600.00

per day

8

Foreman/Supervisor

Tk.

800.00

per day

9

Electrician

Tk.

600.00

per day

10

Assistant Electrician

Tk.

500.00

per day

11

Rod binder

Tk.

500.00

per day

12

Mosaic mistry

Tk.

500.00

per day

13

Plumber

Tk.

600.00

per day

14

Painter

Tk.

600.00

per day

15

Carpenter

Tk.

600.00

per day

16

Welder

Tk.

600.00

per day

17

Polish mistry

Tk.

600.00

per day

18

Helper to carpenter/painter/plumber/rod binder/electrician/polish mistry/rig operator

Tk.

390.00

per day

19

Machine operator

Tk.

600.00

per day

20

Pile rig operator

Tk.

600.00

per day

21

Diesel hammer mounted rig operator

Tk.

800.00

per day

1



SL

Items

Rate

Unit

22

Helper to diesel hammer mounted rig operator

Tk.

390.00

per day

23

Rig operator including site allowances for soil exploration

Tk.

600.00

per day

24

Assistant laboratory technician

Tk.

800.00

per day

25

Laboratory technician (Diploma in engg in relevant field having minimum 3yrs exp)

Tk. 1,400.00

per day

26

Laboratory engineer (minimum BSc in relevant field with minimum 3yrs exp)

Tk. 1,800.00

per day

27

Ghorami

Tk.

500.00

per day

28

Sweeper for ODD JOB

Tk.

800.00

per use

29

Tube-well mistry

Tk.

500.00

per day

30

Tube-well head mistry

Tk.

600.00

per day

31

Surveyor (10yrs Exp / diploma Engineer trained in survey)

Tk. 1,400.00

per day

32

Helper to surveyor

Tk.

800.00

per day

C2

EQUIPMENT, TOOLS & PLANTS, VEHICLE, SCAFFOLDING ETC.

33

Scaffolding

Tk.

9.00

per sft

34

Carrying charge of earth by 5-ton capacity truck in Dhaka city

Tk. 1,700.00

per trip

35

Carrying charge of earth by 5-ton capacity truck in Narayanganj / Chittagong / Sylhet city

Tk. 1,200.00

per trip

36

Carrying charge of earth by 5-ton capacity truck in Rajshahi / Barisal / Khulna metropolitan area

Tk.

950.00

per trip

37

Carrying charge of earth by 5-ton capacity truck in all district except Dhaka/ Chittagong/ Rajshahi / Barisal / Khulna and Narayangonj city

Tk.

800.00

per trip

38

Carriage of earth by any means for site development in Dhaka city

Tk.

7.50

cft

39

Carriage of earth by any means for site development in Narayanganj / Chittagong / Sylhet city

Tk.

6.00

cft

40

Carriage of earth by any means for site development in Rajshahi / Barisal / Khulna city

Tk.

5.50

cft

41

Carriage of earth by any means for site development in in all district except Dhaka, Chittagong, and Narayangonj city

Tk.

4.50

cft

42

5-ton capacity truck-fare in Dhaka city including loading & unloading

Tk. 1,700.00

per trip

43

Hire charge of concrete mixer machine

Tk. 1,200.00

per day

44

Hire charge of concrete vibrator

Tk.

600.00

per day

45

Hire charge of water pump for concreting or similar purposes

Tk.

500.00

per day

46

Hire charge of diesel operated 1/4 cusec capacity water pump

Tk.

600.00

per day

2



SL

Items

Rate

3

Unit

47

Hire charge of electricity operated 1 cusec capacity water pump

Tk.

800.00

per day

48

Hire charge of 1 cusec capacity diesel operated water pump

Tk. 1,200.00

per day

49

Fuel & lubricant for mixer machine, vibrator, pump etc.

Tk. 1,200.00

per day

50

Hire charge of mosaic cutting machine

Tk.

400.00

per day

51

Hire charge of marble cutting and shaping machine including cutting disc.

Tk.

400.00

per day

52

Hire charge of marble polishing machine including polishing stone

Tk.

550.00

per day

53

Hire charge of marble cutting disk

Tk.

400.00

per day

54

Hire charge of electric grinding machine

Tk.

260.00

per day

55

Hire charge of cast in situ pile boring complete rig set including operational expenses

Tk. 6,000.00

per day

56

Hire charge of pre-cast pile driving complete rig set including operational expenses

Tk. 5,500.00

per day

57

Hire charge of pre-cast micro pile driving complete rig set including operational expenses

Tk. 4,000.00

per day

58

Hire charge of load testing devices including hydraulic fluid: up to 200 ton capacity

Tk. 6,000.00

per test

59

Hire charge of pile load testing devices including hydraulic fluid: up to 400 ton capacity

Tk. 8,000.00

per test

60

Hire charge of diesel hammer mounted completed rig set.

Tk. 24,000.00

per day

61

Hire charge of auger boring complete rig set including operational expenses

Tk. 75,000.00

per day

62

Hire charge of crane for auger boring

Tk. 50,000.00

per day

63

Hire charge of air compressor for auger boring

Tk. 5,000.00

per day

64

Hire charge of concreting equipment for auger boring

Tk. 5,000.00

per day

65

Hire charge of generator for auger boring

Tk. 5,000.00

per day

66

Hire charge of excavator for auger boring

Tk. 10,000.00

per day

67

Hire charge of desander for auger boring

Tk. 6,000.00

per day

68

Hire charge of mud silo for auger boring

Tk. 1,000.00

per day

69

Hire charge of water bowser for auger boring

Tk. 5,000.00

per day

70

Hire charge of hydraulic static pile driver complete rig set

Tk. 75,000.00

per day

71

Generator, fuel, lubricant for hydraulic static pile driver

Tk. 20,000.00

per day

72

Hire charge of 3HP mud pump

Tk.

600.00

per day

73

Hire charge of MS steel tank (6'-6" x 10'-0" x 4'-0")

Tk.

350.00

per trip

74

Truck fare for carrying diesel hammer mounted rig

Tk. 15,000.00

per trip



SL

Items

Rate

4

Unit

75

Hire charge of 8 - 12 ton road roller

Tk. 5,500.00

per day

76

Hire charge of vibratory (ride on) roller with 2 steel drum compactor (3-5 tons)

Tk. 5,000.00

per day

77

Hire charge of pneumatic multiple tired roller (7 tires, 8-10 tons)

Tk. 5,000.00

per day

78

Hire charge of asphalt plant

Tk. 15,000.00

per day

79

Hire charge of AC paver

Tk. 6,000.00

per day

80

Hire charge of dump truck/ tripping trucks

Tk. 5,000.00

per day

81

Hire charge of distributor

Tk. 5,500.00

per day

82

Hire charge of water tanker (truck mounted)

Tk. 3,000.00

per day

83

Hire-charge of chain dozer

Tk. 7,500.00

per day

84

Fuel & lubricants, spares, maintenance, driver etc. for 8-12 ton road roller

Tk. 1,300.00

per day

85

Hire charge of paint spray machine

Tk.

650.00

per day

86

Hire charge of machine for cutting terrazzo tiles

Tk.

500.00

per % sft

87

Chisel for heavy duty power hammer (100 sft capacity)

Tk. 1,700.00

88

Hire charge of heavy duty chisel machine

Tk.

650.00

per day

89

Shuttering including prop for partial dismantling of R.C.C.

Tk.

27.00

per sft

90

Hire charge of welding machine

Tk.

700.00

per day

91

Hire charge of survey instrument (Level / Theodolite etc.)

Tk.

950.00

per day

C3

WORK RATE EXCLUDING COST OF MATERIALS

92

Breaking of 50 mm down brick chips

Tk.

850.00

per % cft

93

Breaking of 20 mm down brick chips

Tk.

950.00

per % cft

94

Breaking of 12 mm (1/2") down brick chips

Tk. 1,200.00

per % cft

95

Breaking of 20 mm down stone chips

Tk. 2,000.00

per % cft

96

Breaking of 12 mm down stone chips

Tk. 2,200.00

per % cft

97

Placing and removing of shutter for formwork

Tk.

15.00

per sft

98

Making steel shutter for formwork

Tk.

75.00

per sft

99

Making steel door-window frame and shutter

Tk.

65.00

per sft

100

Making fixed steel glazed frame

Tk.

55.00

per sft

101

Making steel grill

Tk.

45.00

per sft

each



SL

Items

Rate

5

Unit

102

Filling and stitching gunny bags

Tk.

10.00

per bag

103

Load testing result sheet preparation

Tk. 6,000.00

per test

104

Carrying cost of timber

Tk.

40.00

per cft

105

Seasoning of timber in plant

Tk.

150.00

per cft

106

Carrying cost of steel door and window

Tk.

70.00

each

107

Fabrication and erection of mild steel truss

Tk. 2,100.00

per 50 kg

108

Fabrication of light section steel

Tk.

300.00

per 50 kg

C4

WORK RATE INCLUDING COST OF MATERIALS

109

Point welding

Tk.

2.50

per point

110

Line welding (at field)

Tk.

6.00

per inch

111

Bitumenous coating (for damp proof course (D.P.C))

Tk.

800.00

per % sft

112

Coal-tar (over timber surface)

Tk.

7.00

per sft

113

Glass pan fitting including putty

Tk.

16.00

per sft

114

Jute hessian (for making formwork water-tight)

Tk.

2.50

per sft

C5

BRICKS AND SCREEN BLOCKS

115

1st class/Picked jhama standard bricks

Tk. 8,700.00

per % 0 nos

116

Automatic machine made 1st class standard bricks

Tk. 9,000.00

per % 0 nos

117

1st class 10 holes machine made 9.5" x 4.5" x 2.75" / 237.5 mm x 112.5 mm x 68.75 mm size ceramic bricks

Tk. 18,900.00

per % 0 nos

118

9.5" x 4.5" x 2.75"/ 237.5 mm x 112.5 mm x 68.75 mm size machine made solid klinker facing bricks

Tk. 13,500.00

per % 0 nos

119

9.5" x 4.5" x 2.75" / 237.5 mm x 112.5 mm x 68.75 mm size 10 hole machine made rockface/textured klinker facing bricks

Tk. 13,500.00

per % 0 nos

120

9.5" x 4.5" x 2.75"/ 237.5 mm x 112.5 mm x 68.75 mm size 3 hole machine made reinforcing facing bricks

Tk. 21,500.00

per % 0 nos

121

8" x 4" x 2"/ 200 x 100 x 50 mm machine made hard pressed klinker facing bricks

Tk. 19,000.00

per % 0 nos

122

8" x 2" x 2"/ 200 x 50 x 50 mm machine made klinker facing red or maroon strips

Tk. 16,000.00

per % 0 nos

123

200 mm x 62 mm x 16.51 mm machine made clay wall tile red strips

Tk. 18,500.00

per % 0 nos

124

200 mm x 62 mm x 12.7 mm machine made clay wall tile beige strips

Tk. 21,000.00

per % 0 nos

125


Tk. 16,400.00

per % 0 nos



SL

Items

Rate

6

Unit

126


Tk. 28,000.00

per % 0 nos

127

242 mm x 70 mm x 12.7 mm machine made clay wall tile matt glazed textured strips

Tk. 34,000.00

per % 0 nos

128

4.5'' x 4.5'' x 4.5''/ 112.5 mm x 112.5 mm x 112.5 mm fancy screen block

Tk. 28,000.00

per % 0 nos

129

5.5'' x 5.5'' x 4'' / 137.5 mm x 137.5 mm x 100 mm fancy screen block

Tk. 34,000.00

per % 0 nos

130

6" x 6" x 4" / 150 mm x 150 mm x 100 mm fancy screen block

Tk. 37,000.00

per % 0 nos

131

8'' x 8'' x 4.25''/ 200 mm x 200 mm x 106.25 mm fancy screen block

Tk. 47,000.00

per % 0 nos

132

8'' x 4.75'' x 4''/ 200 mm x 118.75 mm x 100 mm fancy screen block

Tk. 47,000.00

per % 0 nos

133

6" x 6" x 6" / 150 mm x 150 mm x 150 mm fancy screen block

Tk. 37,000.00

per % 0 nos

134

9.5'' x 4.5'' x 2.75''/ 237.5 mm x 112.5 mm x 68.75 mm fancy screen block

Tk. 37,000.00

per % 0 nos

135

190 mm x 190 mm size glass bricks

Tk.

350.00

each

C6

CEMENT

136

Ordinary Portland Cement, BDS-EN - 197-1-CEM-I ,52.5N (52.5MPa) / ASTM C-150 TypeI, 50 kg bag

Tk.

415.00

per bag

137

Portland Composite Cement, (CEM-II/A - M 42.5N (42.5MPa) (6-20% constituents other than clinker): 50 kg bag

Tk.

395.00

per bag

138

White Cement

Tk.

26.00

per kg

C7

STONE / BOULDER / MOSAIC CHIPS, BITUMEN / ADMIXTURE / MEMBRANE

139

Uncrushed boulder

Tk. 16,000.00

per % cft

140

19 mm (3/4") down grade crushed stone chips

Tk. 19,500.00

per % cft

141

12 mm (1/2") down grade stone chips

Tk. 16,500.00

per % cft

142

6 mm (1/4") down grade stone chips

Tk. 14,000.00

per % cft

143

Stone shingles

Tk. 12,000.00

per % cft

144

Stone dust (2.38 mm down grade)

Tk. 4,248.00

per % cft

145

Pea-gravel

Tk. 8,500.00

per % cft

146

Slaked lime

Tk.

20.00

per kg

147

Surki from 1st class brick

Tk.

70.00

per cft

148

Pakistan origin (onix) mosaic chips

Tk.

20.00

per kg

149

Indian origin (deradun) mosaic chips

Tk.

18.00

per kg

150

Pumice stone for finishing mosaic work

Tk.

175.00

each



SL

Items

Rate

7

Unit

151

Minar stone for finishing mosaic work

Tk.

420.00

each

152

Colour pigment

Tk.

70.00

per lbs

153

20 mm x 50 mm glass strip

Tk.

10.00

per foot

154

60/70 grade bitumen for road work

Tk. 52,000.00

155

Water-proofing PVC membrane

Tk.

600.00

per sqm

156

Primer for laying PVC membrane on wall

Tk.

600.00

per litre

157

Water reducing admixture in concrete: Type - A

Tk.

150.00

per litre

158

Retarding admixture in concrete: Type - B

Tk.

130.00

per litre

159

Accelerating admixture in concrete: Type - C

Tk.

115.00

per litre

160

Water reducing and retarding admixture in concrete: Type - D

Tk.

220.00

per litre

161

Water reducing and accelerating admixture in concrete: Type - E

Tk.

170.00

per litre

162

Water reducing high range admixture in concrete: Type - F

Tk.

230.00

per litre

163

Water reducing high range retarding admixture in concrete: Type - G

Tk.

160.00

per litre

164

Micro fibre for concrete

Tk.

750.00

per kg

165

Shutter releasing agent / form oil

Tk.

150.00

per litre

166

Polymer based curing compound

Tk.

220.00

per litre

167

Epoxy bonding agent

Tk. 1,800.00

per litre

168

Salt guard coating

Tk.

per litre

C8

EARTH/SAND

169

Royalty of earth

Tk. 1,715.00

per % 0 cft

170

Royalty of sand

Tk. 6,000.00

per % 0 cft

171

Royalty of turf

Tk.

15.00

per % sft

172

Sand (F.M. 0.8)

Tk.

900.00

per % cft

173

Sand (F.M. 1.2)

Tk. 1,400.00

per % cft

174

Sand (F.M. 2.2)

Tk. 4,500.00

per % cft

C9

TIMBER / BOARD / TIMBER PRODUCT

175

Garjan/Jam/local Sal

Tk. 2,000.00

per cft

176

Mehgani

Tk. 1,800.00

per cft

700.00

per M. ton



SL

Items

Rate

8

Unit

177

Silkarai/Chikrashi

Tk. 2,490.00

per cft

178

Teak Chambal

Tk. 3,400.00

per cft

179

Chittagong teak

Tk. 4,390.00

per cft

180

Kathal

Tk. 2,250.00

per cft

181

Gamari

Tk. 1,700.00

per cft

182

Chapalish

Tk. 2,390.00

per cft

183

Timber for formwork

Tk.

500.00

per cft

184

Bamboo

Tk.

15.00

per foot

185

Shal ballah (avg. dia 6") for driving

Tk.

70.00

per foot

186

Burma teak veneered flush door shutter

Tk.

335.00

per sft

187

Champ veneered flush door shutter

Tk.

240.00

per sft

188

Chapalish veneered flush door shutter

Tk.

240.00

per sft

189

Garjan veneered flush door shutter

Tk.

250.00

per sft

190

12 mm thick Plain Particle board : 550kg/m3

Tk.

38.00

per sft

191

Melamine board (12 mm thick): 8' -0" x 4'-0" size, 700kg/m3

Tk. 2,150.00

per pc

192

9 mm thick gypsum board

Tk.

33.00

per sft

193

9 mm thick perforated gypsum board

Tk.

39.00

per sft

194

12 mm thick laminated vinyl board : 550 kg/m3

Tk.

65.00

per sft

195

12 mm thick Burma Teak veneered board : 550kg/m3

Tk.

86.00

per sft

196

Burma teak

Tk. 6,500.00

per cft

197

50 mm thick glass wool

Tk.

210.00

per sft

198

Rubber gum

Tk.

650.00

per kg

C10

STEEL

199

Grade 300(300Mpa / 300N/mm2 ≈ 43500psi/40 Grade): BDS- 6935-2006 - B300 and Ratio fy to fu =>1.25

Tk. 58,000.00

per M. ton

200

Grade 400(400Mpa / 400N/mm2 ≈ 60900psi/ 60 Grade), BDS-6935-2006, B400: and ratio fy to fu => 1.25

Tk. 60,500.00

per M. ton

201

M.S sheet

Tk. 60,500.00

per M. ton

202

M.S. angle, T and Z-section, Channel etc.

Tk. 55,000.00

per M. ton



SL

Items

Rate

9

Unit

203

M.S. plain bar and F.I. bar (non-structural use)

Tk. 55,000.00

per M. ton

204

Solid square bar

Tk. 55,000.00

per M. ton

205

0.45 mm thick C.I. sheet:

Tk. 79,500.00

per M. ton

206

0.45 mm thick coloured C.I. sheet:

Tk. 81,000.00

per M. ton

207

0.27 mm thick 6'-0" x 18" ridging:

Tk.

350.00

per pc

208

0.27 mm thick 6'-0" x 18" coloured ridging:

Tk.

400.00

per pc

209

Anchor bolt fiting charge

Tk.

25.00

per Kg

210

Galvanized anchor bolt of varying dia

Tk.120,000.00

per M.Ton

211

MS plate of grade 345 Mpa

Tk. 75,000.00

per M.Ton

212

MS plate of grade 275 Mpa

Tk. 70,000.00

per M.Ton

213

Hot rolled W, I, S, T shape sections of grade 275 MPa

Tk. 80,000.00

per M.Ton

214

MS tube / angle

Tk. 70,000.00

per M.Ton

215

Fabrication charge for column, beam, rafter using MS plates including the cost of electricity, LP gas, machinares etc.

Tk. 20,000.00

per M.Ton

216

Fabrication charge for column, beam, rafter using Hot Rolled sections including the cost of electricity, LP gas, machinares etc.

Tk. 12,000.00

per M.Ton

217

MS sheet for purlin of any thickness

Tk. 75,000.00

per M.Ton

218

GP sheet for purlin of any thickness

Tk. 98,000.00

per M.Ton

219

0.70 mm thick GP decking sheet of Grade 345 Mpa

Tk.125,000.00

per M.Ton

220

0.47mm colour profile sheet

Tk.155,000.00

per M.Ton

221

Fastner / roof, wall screw

Tk.

4.00

per pcs

222

Decking screw

Tk.

8.00

per pcs

223

Galvanized nut bolt of varying dia ASTM 325

Tk.

250.00

per Kg

224

Galvanized nut bolt of varying dia ASTM 307

Tk.

205.00

per Kg

225

Fabrication charge for roof / wall sheet

Tk. 7,500.00

226

8 mm thick double bubble insulation

Tk.

227

Fabrication charge for decking panel

Tk. 9,000.00

per M.Ton

228

Fabrication charge for Purlin

Tk. 7,000.00

per M.Ton

229

Erection charge for built-up or hot rolled sections

Tk. 8,000.00

per M.Ton

175.00

per M.Ton per sqm



SL

Items

Rate

10

Unit

230

Erection charge for decking panel

Tk.

8.00

per Kg

231

Erection charge for purlin

Tk.

4.00

per Kg

232

Erection charge for roof/wall sheet including flashing and trims

Tk.

10.00

per Kg

233

Fitting and fxing of dubble bubble insulation on roof and wall

Tk.

50.00

sqm

234

Anti corrosive epoxy paint

Tk.

950.00

per litre

235

Anti corrosive red oxide paint

Tk.

180.00

per litre

236

Thinner for anti corrosive red oxide paint

Tk.

120.00

per litre

237

Labour charge for redoxide painting

Tk.

600.00

per M.Ton

238

Labour charge for enamel painting

Tk. 3,500.00

per M.Ton

239

Labour charge for application of non-shrink grout including the cost of making shutter

Tk.

50.00

240

16 mm steel wire

Tk.

120.00

per meter

241

16 mm I bolt with heal side washer and clamp

Tk.

175.00

per set

242

12 mm I bolt with heal side washer and clamp

Tk.

150.00

per set

243

Shear stud of variable dia of grade 275 Mpa

Tk.

120.00

per Kg

244

Making thread for sag rod

Tk.

12.00

per Kg

245

Nut with washer for 12 mm dia sag rod

Tk.

150.00

per Kg

246

cost of non-shrink grout per bag (25 kg )

Tk. 1,500.00

per bag

247

Labour charge for wire bracing

Tk.

per foot

248

Local carriage, load-unload

Tk. 1,500.00

C11

TILES / MARBLE STONE / GRANITE STONE

249

18 mm thick marble stone, Indian standard quality (Bansowara/ Indian grey/ Indian pink or equivalent)

Tk.

450.00

per sft

250


Tk.

400.00

per sft

251


Tk.

370.00

per sft

252

12 mm thick marble stone, Indian superior quality

Tk.

400.00

per sft

253


Tk.

500.00

per sft

254


Tk.

420.00

per sft

10.00

per cft

per M.Ton



SL

Items

Rate

11

Unit

255

18 mm thick marble stone, Italian or equivalent

Tk.

650.00

per sft

256

12 mm thick marble stone, Italian or equivalent

Tk.

600.00

per sft

257

Country made wall tiles less than , equal or equivalent to 250mmx330mm in sizes

Tk.

40.00

per sft

258

Country made wall tiles more than 250 mm x 330 mm & less than 310 mm x 510 mm in sizes or equaivalent

Tk.

62.00

per sft

259

Country made wall tiles more than 310 mm X 510 mm in sizes or equivalent

Tk.

80.00

per sft

260

Country made decor tiles

Tk.

100.00

per sft

261

Country made border Tiles

Tk.

270.00

per sft

262

Country made rustic wall tiles less than or equal to 300 mm x 600 mm

Tk.

90.00

per sft

263

GP (glazed/unglazed homogeneous) 300 mm x 300 mm floor tiles country made

Tk.

60.00

per sft

264

GP (glazed/unglazed Homogeneous) 400 mm x 400 mm floor tiles country made

Tk.

70.00

per sft

265

GP (mirror polished) 300 mm x 300 mm floor tiles country made

Tk.

65.00

per sft

266


Tk.

80.00

per sft

267


Tk.

100.00

per sft

268


Tk.

90.00

per sft

269


Tk.

110.00

per sft

270

GP (mirror polished) 600 mm x 900 mm country made

Tk.

132.00

per sft

271

GP (mirror polished) 600 mm x 1200 mm country made

Tk.

165.00

per sft

272

Matt or rustic floor tiles of size 400 mm x 400 mm and min. thick 8.4 mm (country made)

Tk.

87.00

per sft

273

Matt or rustic floor tiles of size 600 mm x 600 mm and min. thick 9.8 mm (country made )

Tk.

103.00

per sft

274

GP 300 mm x 300 mm stair tiles (country made)

Tk.

62.00

per sft

275

GP 300 mm x 600 mm stair tiles (country made )

Tk.

95.00

per sft

276

Stair tiles size 300 mm x 600 mm foreign (China/equivalent) made

Tk.

100.00

per sft

277

Rustic stair tiles country made

Tk.

90.00

per sft

278

Rustic stair tiles foreign (China/equivalent) made

Tk.

95.00

per sft

279

Mirror polish 600 mm x 600 mm floor tiles foreign(China/equivalent) made

Tk.

125.00

per sft

280


Tk.

150.00

per sft

281


Tk.

300.00

per sft

282

Mirror polish 1000 mm x1000 mm floor tiles foreign(China/equivalent) made

Tk.

400.00

per sft



SL

Items

Rate

12

Unit

283

Mirror polish 1200 mm x 1200 mm floor tiles foreign (China/equivalent) made

Tk.

500.00

per sft

284

Matt or rustic floor tiles of size 600 mm x 600 mm and minimum thickness 9.8 mm foreign (China/equivalent) made

Tk.

170.00

per sft

285

foreign (China/ equivalent) glazed wall tiles of size 300 mm x 600 mm with mathcing floor tiles, décor and border (if any)

Tk.

150.00

per sft

286

foreign (China/equivalent) rustic wall tiles of size 300 mm x 600 mm with mathcing floor tiles, décor and border (if any)

Tk.

150.00

per sft

287

20 mm to 25 mm thick machine made cement pavement tiles(country made)

Tk.

130.00

per sft

288

Roof tiles of size 100 mm x 200 mm or equivalent (Red colour) (country made)

Tk. 14,000.00

per % sft

289

Roof tiles of size 125 mm x170 mm to 200 mm x 200 mm or equivalent (red colour) (country made)

Tk. 17,575.00

per % sft

290

Roof tiles of size 160 mm x 268 mm or equivalent (red colour) (country made)

Tk. 15,600.00

per % sft

291

Roof tiles of size 225 mm x 300 mm or larger (red colour) (country made)

Tk. 16,200.00

per % sft

292

Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (red colour)(country made)

Tk. 22,420.00

per % sft

293

Roof tiles of size 100 mm x 200 mmor equivalent (beige colour) (country made)

Tk. 14,500.00

per % sft

294

Roof tiles of size 125 mm x 170 mm to 200 mm x 200 mm or equivalent (beige colour) (country made)

Tk. 18,500.00

per % sft

295

Roof tiles of size 225 mm x 300 mm or larger (beige colour)

Tk. 18,000.00

per % sft

296

Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (beige colour)(country made)

Tk. 23,600.00

per % sft

297

Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (grey or black colour) (country made)

Tk. 26,200.00

per % sft

298

Pasting tiles adhesive

Tk.

21.00

per kg

299

Tiles grout / joint filler

Tk.

81.00

per kg

300

18 mm thick granite stone (Indian/equivalent)

Tk.

550.00

per sft

301

18 mm thick granite stone (Italian/equivalent)

Tk.

650.00

per sft

302

12 mm thick granite stone(Indian/equivalent)

Tk.

400.00

per sft

303

12 mm thick granite stone(Italian/equivalent)

Tk.

500.00

per sft

304

Acid stone

Tk.

450.00

each

305

Water Proofing Paper (12 Size)

Tk.

22.00

each

306

Water Proofing Paper (320 Size)

Tk.

24.00

each



SL

Items

Rate

13

Unit

C12

PROPS / PIPES / I-SECTION/BOX CHANNEL FOR CONCRETING WORK

307

Bamboo prop including top supports

Tk.

120.00

each

308

Salballah prop including top supports

Tk. 1,000.00

each

309

50 mm/2" dia M.S. pipe

Tk.

140.00

per foot

310

38 mm/1.5" dia M.S. pipe

Tk.

115.00

per foot

311

50 mm/2" dia G.I. pipe

Tk.

180.00

per foot

312

38 mm/1.5" dia G.I. pipe

Tk.

148.00

per foot

313

19 mm/3/4" dia G.I. pipe

Tk.

70.00

per foot

314

13 mm/1/2" dia G.I. pipe

Tk.

52.00

per foot

315

Adjustable mechanism including top and bottom plate

Tk.

600.00

per set

316

I-section joist to support inclined prop

Tk.

400.00

per foot

317

4" x 2" M.S. box channel with 1/8" thick M.S. sheet

Tk.

350.00

per foot

318

Steel prop with adjustable mechanism including top and bottom plate

Tk. 1,650.00

per set

319

Turn-buckle including tie rod

Tk.

450.00

per set

C13

PAINT / POLISHING

320

Standard exterior emulsion paint

Tk.

279.00

per litre

321

Premium exterior emulsion paint

Tk.

397.00

per litre

322

Sealer for exterior emulsion paint

Tk.

174.00

per litre

323

Silicon based paint/coating

Tk.

280.00

per litre

324

Ready-mix putty ( exterior)

Tk.

50.00

per litre

325

Ready-mix putty ( interior)

Tk.

52.00

per kg

326

Thinner for oil-based paint (turpentine) for general purpose

Tk.

120.00

per kg

327

Synthetic polyvinyl (S.P.) distemper

Tk.

80.00

per litre

328

Synthetic polyvinyl (S.P.) distemper primer /sealer

Tk.

149.00

per litre

329

Acrylic plastic emulsion paint (plastic/matt finish)

Tk.

202.00

per litre

330

Acrylic plastic emulsion paint (silky finish)

Tk.

391.00

per litre

331

Acrylic plastic emulsion paint (odorless)

Tk.

500.00

per litre

332

Sealer for acrylic plastic emulsion paint

Tk.

149.00

per litre



SL

Items

Rate

14

Unit

333

Standard synthetic enamel paint

Tk.

200.00

per litre

334

Premium synthetic enamel paint

Tk.

270.00

per litre

335

Oil based anticorrosive primer

Tk.

175.00

per litre

336

Thinner for oil-based paint (turpentine) for general purpose

Tk.

120.00

per litre

337

Chlorinated rubber paint

Tk.

588.00

per litre

338

Chlorinated rubber sealer

Tk.

523.00

per litre

339

Chlorinated rubber paint thinner

Tk.

212.00

per litre

340

Epoxy enamel primer including base, curing agent & thinner

Tk.

500.00

per litre

341

Epoxy enamel paint including base, curing agent & thinner

Tk.

523.00

per litre

342

Textured coating including sealer, texture coat & top coat

Tk.

250.00

per litre

343

Wood varnishing: Yacht ( alkyd based)

Tk.

250.00

per litre

344

Wood varnishing: Egg-shell ( alkyd based)

Tk.

250.00

per litre

345

Wood varnishing: Matt ( alkyd based)

Tk.

250.00

per litre

346

Thinner for alkyd based wood varnishing

Tk.

130.00

per litre

347

Self leveling epoxy coating (4 mm thickness)

Tk.

150.00

per sft

348

Oxalic acid

Tk.

95.00

per litre

349

Wax for polishing

Tk.

299.00

per kg

350

Design Paint including base coat , design coat & protection coat

Tk.

390.00

per litre

French-Polishing

351

French powder

Tk.

46.00

per kg

352

Spirit

Tk.

130.00

per Ib

353

Gala

Tk.

780.00

per kg

354

Karpa

Tk.

550.00

per kg

355

Sand paper

Tk.

14.00

each

356

Putty

Tk.

90.00

per kg

357

Markin cloth

Tk.

10.00

per yard

358

Cotton

Tk.

90.00

per lbs



SL C14

Items

Rate

ALUMINIUM :

15

Unit Powder coated

Anodized coated

I. Aluminium Channel / Sections: Rate per foot

Bronze

Silver

S.S colour

Any colour

Unit

359

101.60 mm, 44.45 mm wall frame of 1.2 mm thick

Tk. 118.00

Tk.115.00

Tk.122.00

Tk.125.00

per foot

360

54 mm, 46 mm wall frame of 1.8 mm shutter side 2.3 mm thick

Tk. 130.00

Tk.125.00

Tk.133.00

Tk.135.00

per foot

361

16.54 mm, 15.49 mm Door glass bit of 0.99 mm thick

Tk. 16.00

Tk. 15.00

Tk. 16.00

Tk. 18.00

per foot

362

101.54 mm, 42.93 mm closure system of 1.8 mm thick

Tk. 131.00

Tk.126.00

Tk.134.00

Tk.141.00

per foot

363

101.60 mm closure cover of 1.2 mm thick

Tk. 45.00

Tk. 44.00

Tk. 47.00

Tk. 54.00

per foot

364

101.60 mm, 12.70 mm floor bottom of 4 mm thick

Tk. 133.00

Tk.123.00

Tk.131.00

Tk.131.00

per foot

365

82.60 mm, 43.99 mm door shutter bottom of 1.8 mm thick

Tk. 173.00

Tk.168.00

Tk.178.00

Tk.186.00

per foot

366

51 mm, 43.99 mm door shutter top of 1.8 mm thick

Tk. 142.00

Tk.138.00

Tk.146.00

Tk.153.00

per foot

367

101.60 mm, 38.10 mm, 25.4 mm door handle (short) of 2.3 mm, 2.3 mm, 4.01 mm thick

Tk. 183.00

Tk.177.00

Tk.188.00

Tk.197.00

per foot

368

101.60 mm, 44.45 mm top & side 1.8 mm thick

Tk. 176.00

Tk.171.00

Tk.182.00

Tk.187.00

per foot

369

101.35 mm, 44.45 mm bottom of 1.2 mm thick

Tk.

90.00

Tk. 88.00

Tk. 93.00

Tk. 96.00

per foot

370

44.32 mm, 19.61 mm fixed bottom cover of 1.2 mm thick

Tk. 52.00

Tk. 51.00

Tk. 54.00

Tk. 55.00

per foot

371

83.21mm, 16.00 mm fixed grouve cover of 1.2 mm thick

Tk. 79.00

Tk. 76.00

Tk. 81.00

Tk. 83.00

per foot

372

39.09mm, 14.81mm fixed glass protector of 1.0 mm thick

Tk. 25.00

Tk. 24.00

Tk. 26.00

Tk. 27.00

per foot

373

15.75 mm, 14.81mm fixed glass protector bit of 0.99 mm thick

Tk.

18.00

Tk. 17.00

Tk. 19.00

Tk. 21.00

per foot

374

75.50 mm, 17.79 mm outer low bottom 0f 1.2 mm thick

Tk. 82.00

Tk. 81.00

Tk. 85.00

Tk. 96.00

per foot

375

75.5 mm, 26.8 mm outer top of 1.2 mm thick

Tk. 92.00

Tk. 89.00

Tk. 95.00

Tk.107.00

per foot

376

33 mm, 26.80 mm, 22 mm shutter top of 1.2 mm thick

Tk. 62.00

Tk. 60.00

Tk. 64.00

Tk. 66.00

per foot

377

60 mm, 24 mm shutter bottom of 1.2 mm thick

Tk. 87.00

Tk. 84.00

Tk. 89.00

Tk. 92.00

per foot

378

75.50 mm, 19.90 mm outer side of 1.2 mm thick

Tk. 77.00

Tk. 74.00

Tk. 79.00

Tk. 81.00

per foot

379

49.20 mm, 26.20 mm shutter lock of 1.2 mm thick

Tk. 80.00

Tk. 78.00

Tk. 82.00

Tk. 85.00

per foot

380

34.40 mm, 32.10 mm, 25.40 shutter inter lock of 1.2 mm thick

Tk. 83.00

Tk. 81.00

Tk. 86.00

Tk. 88.00

per foot

381

31.75 mm shutter divider of 1.2 mm thick

Tk. 66.00

Tk. 64.00

Tk. 68.00

Tk. 71.00

per foot



SL

Items

Rate

16

Unit

382

31.00 mm, 26.00 mm sliding fixed side of

Tk. 46.00

Tk. 44.00

Tk. 47.00

Tk. 50.00

per foot

383

7.14 mm spandrel of 1.4mm to 1.2mm thick

Tk. 88.00

Tk. 85.00

Tk. 90.00

Tk. 92.00

per foot

384

75.50 mm, 32 mm outer bottom (high) of 1.2 mm thick

Tk. 90.00

Tk. 88.00

Tk. 93.00

Tk. 96.00

per foot

385


Tk. 92.00

Tk. 89.00

Tk. 95.00

Tk. 98.00

per foot

386

37.78 mm, 31.78 mm bottom cover of 1.2 mm thick

Tk. 39.00

Tk. 38.00

Tk. 40.00

Tk. 42.00

per foot

387

76.20 mm, 38.10 mm grouve cover of 1.2 mm thick

Tk. 88.00

Tk. 85.00

Tk. 90.00

Tk. 92.00

per foot

388


Tk. 59.00

Tk. 57.00

Tk. 60.00

Tk. 62.00

per foot

389

76.20 mm, 38.10 mm, 57.15 mm fixed top & side of 1.2 mm thick

Tk. 115.00

Tk.112.00

Tk.118.00

Tk.123.00

per foot

390

38.88 mm, 36.63 mm casement outer 1.2 mm thick

Tk. 52.00

Tk. 50.00

Tk. 53.00

Tk. 56.00

per foot

391

47.62 mm, 28.57 mm, 40.82 mm casement shutter of 1.9 mm thick

Tk.

90.00

Tk. 88.00

Tk. 93.00

Tk. 97.00

per foot

392

15.87 mm, 27.00 mm casement shutter top of 1.245 mm thick

Tk.

25.00

Tk. 24.00

Tk. 26.00

Tk. 29.00

per foot

393


Tk. 59.00

Tk. 57.00

Tk. 60.00

Tk. 62.00

per foot

394

17.40 mm, 31.78 mm bottom cover of 1.2 mm thick

Tk. 39.00

Tk. 38.00

Tk. 40.00

Tk. 42.00

per foot

395

76.20 mm, 38.10 mm fixed bottom cover of 1.2 mm thick

Tk. 115.00

Tk.112.00

Tk.118.00

Tk.120.00

per foot

396

57.15 mm, 38.10 mm top & side of 1.2 mm thick

Tk. 128.00

Tk.125.00

Tk.132.00

Tk.135.00

per foot

397

76.00 mm, 38.10 mm wall frame of 1.2 mm thick

Tk. 90.00

Tk. 88.00

Tk. 93.00

Tk. 99.00

per foot

398

55.02 mm, 37.39 mm louver Z-section of 1.2 mm thick

Tk. 30.00

Tk. 30.00

Tk. 31.00

Tk. 34.00

per foot

399

39.67 mm, 15.06 mm louver U-section of 1.2 mm thick

Tk. 35.00

Tk. 34.00

Tk. 37.00

Tk. 40.00

per foot

400

95.00 mm, 38.00 mm outer bottom of 1.2 mm thick

Tk. 113.00

Tk.110.00

Tk.117.00

Tk.124.00

per foot

401


Tk. 113.00

Tk.110.00

Tk.117.00

Tk.122.00

per foot

402

95.00 mm, 19.50 mm outer side of 1.2 mm thick

Tk. 90.00

Tk. 88.00

Tk. 93.00

Tk. 97.00

per foot

403

42.2 mm, 13.2 mm net section of 1.2 mm thickness

Tk. 55.00

Tk. 53.00

Tk. 57.00

Tk. 59.00

per foot

404

1" x 1" square pipe

Tk. 38.00

Tk. 37.00

Tk. 39.00

Tk. 41.00

per foot

405

7.14 mm span drel of 1.2 mm thick (0.70 kg/m)

Tk. 90.00

Tk. 88.00

Tk. 92.00

Tk. 94.00

per foot

406

Mosquito net (fiber net) (per sft)

Tk. 17.00

Tk. 15.00

Tk. 19.00

Tk. 21.00

per foot

407

T-section (main T) for false ceiling

Tk. 25.00

Tk. 24.00

Tk. 26.00

Tk. 29.00

per foot



SL

Items

Rate

17

Unit

408

T-section (cross T) for false ceiling

Tk. 22.00

Tk. 21.00

Tk. 22.00

Tk. 27.00

per foot

409

L-section for wall and ceiling

Tk. 21.00

Tk. 20.00

Tk. 22.00

Tk. 26.00

per foot

Tk. 27.00

Tk. 26.00

Tk. 28.00

Tk. 30.00

per foot

410 Aluminium curtain rail including hard-wares and fittings 411

44 mm, 44 mm, 1.20 box

Tk. 79.00

Tk. 76.00

Tk. 81.00

Tk. 84.00

per foot

412

25 mm, 25 mm, 1.20 angle

Tk. 23.00

Tk. 22.00

Tk. 24.00

Tk. 25.00

per foot

413

25 mm, 25 mm, 1.20 fitting angle

Tk. 48.00

Tk. 47.00

Tk. 50.00

Tk. 52.00

per foot

414 Alluminium composite Panel

Tk. 250.00

Tk.248.00

Tk.252.00

Tk.255.00

per foot

415

Curtain wall sub mullium (100mm X 50 mm X 2.00 mm)

Tk. 294.00

Tk.286.00

Tk.303.00

Tk.313.00

per foot

416

Curtain wall sub mullium (50mm X 50 mm X 1.50 mm)

Tk. 177.00

Tk.173.00

Tk.184.00

Tk.191.00

per foot

417

Casement outer frame (29mm X 20 mm X 1.20 mm)

Tk. 39.00

Tk. 38.00

Tk. 40.00

Tk. 44.00

per foot

418

Casement outer section (52mm X 22 mm X 40mm X 1.5 mm)

Tk. 152.00

Tk.147.00

Tk.156.00

Tk.163.00

per foot

419 Aluminium angle (50mm X 50 mm X 6mm)

Tk. 235.00

Tk.230.00

Tk.240.00

Tk.245.00

per foot

420

Aluminium cover (50mm X 6 mm X 1.5mm)

Tk. 74.00

Tk. 72.00

Tk. 76.00

Tk. 78.00

per foot

421

50mm X 6 mm X 1.5mm angle for casement shutter

Tk. 78.00

Tk. 75.00

Tk. 80.00

Tk. 82.00

per foot

422

38mm x 38mm Aluminium frame (Wall box) of 1.5 mm

Tk. 75.00

Tk. 72.00

Tk. 77.00

Tk. 80.00

per foot

423

38mm x 12mm and 1.5 mm thick Aluminium frame of Netting shutter top, bottom & side

Tk.

67.00

Tk. 65.00

Tk. 69.00

Tk. 72.00

per foot

424

20 mm Aluminium pipe

Tk. 93.00

Tk. 91.00

Tk. 95.00

Tk. 98.00

per foot



SL

Items

Rate

18

Unit

II. Accessories for aluminium door-window works

425

Swing door clouser

Tk. 2,700.00

set

426

Swing door lock

Tk.

625.00

set

427

Swing door Mohiar

Tk.

5.00

foot

428

Fixed Neoprene

Tk.

2.60

foot

429

Flush bolt

Tk.

320.00

set

430

Sliding door lock

Tk.

200.00

set

431

Sliding door /window wheel

Tk.

70.00

no

432

Sliding door /window Mohiar

Tk.

1.30

foot

433

Sliding Neoprene

Tk.

2.70

foot

434

Sealant

Tk.

3.00

gm

435

Sliding window key lock

Tk.

80.00

set

436

Bolts and Screws including sealants

Tk.

70.00

LS

437

4-bar hinge

Tk.

700.00

no

438

Casement handle

Tk.

260.00

no

439

Rivet

Tk.

5.00

no

440

S.S. screw

Tk.

2.50

no

441

Screws

Tk.

1.00

no

442

5 mm tinted glass

Tk.

82.00

sft

443

5 mm clear glass

Tk.

66.00

sft

444

Rubber gasket

Tk.

1.90

sft

445

Aluminium sheet

Tk.

382.00

Kg.

446

Protector bit (Single)

Tk.

19.33

foot

447

Protector bit (Double)

Tk.

26.76

foot

448

Silicon (1 piece 300 mm)

Tk.

300.00

each

449

Steel rowel bolt

Tk.

40.00

each

450

Rivets (Big)

Tk.

2.00

each

451

Norton Tap

Tk.

27.00

each



SL

Items

Rate

19

Unit

452

Masking tape

Tk.

25.00

each

453

Structural sealant

Tk.

12.00

each

454

Casement 4-bar huge

Tk.

500.00

each

455

Casement handle

Tk.

245.00

each

456

Sealant Gum

Tk.

365.00

each

457

Arm lock

Tk.

400.00

each

458

M.S. angle

Tk.

108.00

each

459

Curtain wall jointer

Tk.

313.00

each

460

Dow coling silicon gum

Tk.

620.00

pcs

461

Fin connector

Tk. 4,000.00

each

462

Fin hanger

Tk. 5,000.00

each

463

SS U Channel

Tk.

200.00

foot

464

SS Spider Set

Tk. 9,000.00

each

465

6 mm thick PVC board of size 600x600 mm

Tk.

40.00

per sft

466

0.6 mm thick plain aluminium board of size 600x600 mm

Tk.

95.00

per sft

467

0.6 mm thick perforated aluminium board of size 600x600 mm

Tk.

75.00

per sft

468

6 mm thick Fiber cement board

Tk.

80.00

per sft

469

38x12.5x0.5 mm U bar/ Furring channel

Tk.

20.00

per foot

470

19 mm x 0.5 mm G.I. angle

Tk.

22.00

per foot

471

12 mm thick solid PVC board

Tk.

100.00

per sft

472

Wall paper

Tk.

60.00

per sft

III. Vertical Venetian Blinds

473

Head rail, Aluminium

Tk.

9.00

per foot

474

Rod tilt / Hexagon Aluminium Rod

Tk.

8.50

per foot

475

End cap set / End closure set

Tk.

75.00

per set

476

Weight plate / Weight bar

Tk.

11.00

each

477

Link Chain / Weight Chain

Tk.

11.00

per foot

478

Ball Chain / Plastic Chain

Tk.

10.00

per foot



SL

Items

Rate

20

Unit

479

Plastic Washer / Fabric upper clip

Tk.

2.75

each

480

Spacer (Link) / Plastic Runner Spring

Tk.

9.00

each

481

Handling Cord /Nylon Cord

Tk.

3.00

per foot

482

Thread bar

Tk.

10.00

each

483

Angle Clip

Tk.

8.00

each

484

Plastic Runner

Tk.

4.00

each

485

Glass fiber Fabrics (special quality, foreign made)

Tk.

100.00

per sft

486

Angle

Tk.

5.00

each

487

Fitting-fixing charge

Tk.

4.00

per sft

IV. Horizontal Venetian Blind/Horizontal Zebra Blind

488

Head rail

Tk.

8.50

per foot

489

Bottom rail

Tk.

5.00

per foot

490

Aluminium Strips (special quality, foreign made)

Tk.

80.00

per foot

491

synthetic net

Tk.

60.00

per foot

492

polyester fabrics

Tk.

70.00

per foot

493

vinyl or PVC coated strip

Tk.

90.00

per foot

494

Rod till / hexagon aluminium Rod

Tk.

7.00

per foot

495

Gear box /tilter

Tk.

10.00

each

496

Support and cord drum

Tk.

6.00

each

497

Cord lock

Tk.

6.00

each

498

Stop ring

Tk.

8.00

each

499

Tassel

Tk.

5.00

ach

500

Ladder cord

Tk.

4.00

per foot

501

Stick / tilt wand

Tk.

8.00

each

502

Bracket/metal intermediate bracket

Tk.

7.50

each

503

Bottom cap / end cap for head rail

Tk.

10.00

each

504

Tape holder

Tk.

6.00

each

505

Steel washer

Tk.

8.00

each



SL

Items

Rate

21

Unit

506

Head cap set

Tk.

12.00

each

507

Handling cord

Tk.

5.00

per foot

508

Labour cost

Tk.

3.50

per sft

V. Blackout/ Translucent roller Blind

509

Head control tube, 38mm aluminium tube with wall thickness 1mm

Tk.

20.00

per foot

510

one idler aluminium rod

Tk.

15.00

per foot

511

End cap set/end closure set

Tk.

50.00

Per set

512

Weight plate/weight bar

Tk.

11.00

each

513

Link chain/weight chain

Tk.

11.00

per foot

514

Ball chain/plastic chain

Tk.

10.00

per foot

515

Plastic washer/fabricupper clip

Tk.

2.75

each

516

mounting brackets cover

Tk.

12.00

per foot

517

Handling cord/nylon cord

Tk.

3.00

per foot

518

Thread bar

Tk.

10.00

each

519

Angle clip

Tk.

8.00

each

520

Plastic runner

Tk.

4.00

each

521

PVC/ vinyl laminated fiberglass fabrics

Tk.

90.00

per sft

522

Angle

Tk.

5.00

each

523

clip in brackets with cover

Tk.

10.00

per set

524

38mm clutch

Tk.

20.00

each

525

piano wire flat springs

Tk.

15.00

per foot

526

elastic spindle

Tk.

25.00

each

527

38mm thick rope chain bead clutch

Tk.

70.00

per set

528

bead chain

Tk.

20.00

per foot

529

25mm thick bottom aluminum tube with 1mm wall thickness

Tk.

15.00

per foot

530

lifting plastic kit

Tk.

10.00

rach

531

clutch connectors

Tk.

80.00

each

532

mounting profile for outside mount of roller tube

Tk.

30.00

per foot



SL

Items

Rate

22

Unit

533

bottom bar end cap

Tk.

15.00

each

534

pull with tassel

Tk.

50.00

each

535

Fitting-fixing charge

Tk.

4.00

per sft

C15

PVC I. uPVC Pipe for Electric Conduit

536

Wall grade 3/4" / 19 mm dia pipe, 1.2 mm thick

Tk.

5.00

per foot

537

Wall grade 1"/ 25 mm dia pipe, 1.2 mm thick

Tk.

7.00

per foot

538

Roof grade 3/4"/19 mm dia pipe, 1.5 mm thick

Tk.

5.50

per foot

539

Roof grade 1"/ 25 mm dia pipe, 1.5 mm thick

Tk.

8.50

per foot

540

Roof grade 1.25"/ 32 mm dia pipe, 1.5 mm thick

Tk.

11.00

per foot

II. Fittings for uPVC Pipe for Electric Conduit

541

3/4"/19 mm Socket

Tk.

45.00

per dzn

542

1" / 25 mm Socket

Tk.

60.00

per dzn

543

1.25"/ 32 mm Socket

Tk.

65.00

per dzn

544

3/4" / 19 mm Plain bend

Tk.

75.00

per dzn

545

1"/ 25 mm Plain bend

Tk.

80.00

per dzn

546

1.25"/ 32 mm Plain bend

Tk.

120.00

per dzn

547

3/4"/ 19 mm Circular box single

Tk.

96.00

per dzn

548

3/4" / 19 mm Circular box double

Tk.

96.00

per dzn

549

1"/ 25 mm Circular box single

Tk.

108.00

per dzn

550

1"/ 25 mm Circular box double

Tk.

108.00

per dzn

551

Solvent cement for jointing

Tk.

2.00

per grm

III. Plastic Door, Windows & Partition

552

PVC door frame thickness min 2.5 mm

Tk.

107.00

per meter

553

G.I inner joint (76.2 mm x 38.1 mm) clamp

Tk.

12.00

each

554

G.I inner joint (72.2 mm x 76.2 mm) clamp

Tk.

13.00

each

555

G.I outer clamp

Tk.

12.00

each

556

G.I. wall clamp (216 x 19 mm)

Tk.

14.00

each



SL

Items

Rate

23

Unit

557

Rivet ø 3.17 ø 3 x ↔12.17 mm

Tk.

1.50

each

558

Garjan wood 25.4 x 22.22 mm

Tk.

27.00

per meter

559

uPVC hollow section wall thickness 2.5 mm

Tk.

880.00

per meter

560

uPVC side clip 2.5 mm

Tk.

26.00

per meter

561

Screw 25.5 mm

Tk.

3.00

each

562

Tower bolt Ø 9.38 x 152.4 mm

Tk.

56.00

each

563

Plastic handle 146 mm long

Tk.

53.00

each

564

Hinges 76.2 x 57.15 mm

Tk.

48.00

each

565

Hasp bolt Ø 25 x ↔ 254 mm

Tk.

190.00

each

566

Round lock normal (China/Korea/Taiwan)

Tk.

550.00

each

567

Rod Ø 9.52 mm x 3 pcs

Tk.

40.00

each

568

Nut with washer 6 pcs

Tk.

12.00

each

569

Rowel plug

Tk.

1.00

each

570

T-frame

Tk.

130.00

per meter

571

L-frame

Tk.

130.00

per meter

572

Hollow bit

Tk.

60.00

per meter

573

Screw for hollow partition

Tk.

2.00

each

574

T-inner joint clamp

Tk.

9.00

each

575

L-inner joint clamp

Tk.

14.00

each

576

Glass bit

Tk.

60.00

per meter

577

Round rubber bit

Tk.

20.00

per meter

578

Rubber bit

Tk.

10.00

per meter

579

Adhesive

Tk.

200.00

per kg

580

10mm glass for partition wall

Tk.

300.00

per sqm

IV. Plastic Door, Windows & Partition

581

8 mm thick PVC sheet

Tk. 1,550.00

per pc

582

Partition frame (Profile)

Tk.

60.00

per foot

583

4" New sash (Profile)

Tk.

140.00

per foot



SL

Items

Rate

24

Unit

584

Sliding glass bead (Profile)

Tk.

20.00

per foot

585

Partition frame (Reinforcement)

Tk.

28.00

per foot

586

Rubber

Tk.

7.00

per foot

587

Screw

Tk.

4.00

per pc

588

Hinge

Tk.

47.00

per pc

589

Sitkani

Tk.

65.00

each

590

Handle

Tk.

50.00

each

591

Steel clamp (8")

Tk.

10.00

each

592

Partition glass bit

Tk.

10.00

per foot

593

Sliding frame

Tk.

35.00

per foot

594

Sliding sash

Tk.

40.00

per foot

595

Sliding interlock

Tk.

13.00

per foot

596

Brush

Tk.

10.00

per foot

597

Lock (2")

Tk.

35.00

each

598

Sliding frame: reinforcement

Tk.

28.00

per foot

599

Sliding sash: reinforcement

Tk.

28.00

per foot

600

5 mm clear glass

Tk.

70.00

per sft

601

3 mm thick plastic wood

Tk.

650.00

per pc

602

2" Screw

Tk.

110.00

per pack

603

Wall bit (9/64)

Tk.

40.00

per pc

604

Super bit

Tk.

160.00

per pc

605

Sun-star Glue

Tk.

110.00

per litre

606

Tarpin

Tk.

250.00

per gallon

607

Super Glue

Tk.

30.00

per pc

608


Tk. 1,300.00

per pc

609


Tk. 2,740.00

per pc

610

2" Magnet

Tk.

40.00

each

611

Chain Hinge (kabja)

Tk.

120.00

each



SL

Items

Rate

25

Unit

612

Metal Handle

Tk.

185.00

each

613

Cloth

Tk.

10.00

per yrds

614

Rowl plug (10 Nos. per pack)

Tk.

20.00

per pack

615

1" Aluminium main tee

Tk.

27.00

per foot

616

1" Aluminium cross tee

Tk.

23.00

per foot

617

1" Aluminium L-section

Tk.

23.00

per foot

C16

GAS CONNECTION WORK I. 50 PSI API 5L, Grade-B ERW M.S. Pipe

618

75 mm ND (88.90 mm OD)

Tk.

312.94

per foot

619

50 mm ND (60.30 mm OD)

Tk.

205.00

per foot

620

25 mm ND (33.40 mm OD)

Tk.

100.00

per foot

621

20 mm ND (26.70 mm OD)

Tk.

65.00

per foot

II. Consumable

622

4" x 400' Black tape

Tk. 6,159.23

per roll

623

2" x 200' Black tape

Tk. 1,168.55

per roll

624

Primer

Tk.

315.00

per litre

III. Butt welded joints

625

75 mm ND (88.90 mm OD)

Tk.

149.75

each

626

50 mm ND (60.30 mm OD)

Tk.

127.26

each

627

25 mm ND (33.40 mm OD)

Tk.

99.73

each

628

20 mm ND (26.70 mm OD)

Tk.

85.32

each

IV. Fittings & accessories

629

50 x 50 x 50 mm N.D. Tee CD40

Tk.

231.55

each

630

50 x 50 x 25 mm N.D. Tee CD40

Tk.

258.30

each

631

25 x 25 x 25 mm N.D. Tee CD40

Tk.

146.76

each

632

50 mm x 90o Elbow

Tk.

172.43

each

633

25 mm x 90o Elbow

Tk.

52.77

each

634

50 mm x 45o Elbow

Tk.

74.36

each



SL

Items

Rate

26

Unit

635

50 x 25 mm reducer

Tk.

82.44

each

636

20 mm plug/socket

Tk.

260.00

each

637

50 x 20 mm saddle

Tk.

199.17

each

638

50 mm dia end cap

Tk.

64.26

each

639

25 mm dia end cap

Tk.

40.39

each

640

50 x 50 mm equal tee

Tk. 16,191.07

each

641

25 x 25 x 25 mm service tee

Tk. 1,728.83

each

642

50 x 25 mm service tee

Tk. 3,240.01

each

643

50 mm insulating kits

Tk. 1,914.93

each

644

50 mm flange W/N 150 R/F

Tk.

786.95

each

645

5/8" x 3" long nut bolt including washer

Tk.

74.18

each

646

Valve Pit (Titas Gas T&D Co. Ltd. design & plan.) (for 2" dia above)

Tk. 18,342.50

each

647

M.S. sheet cover supplied by Titas Gas T & D Co. Ltd.(for 2" dia above)

Tk. 15,516.23

each

648

Testing & purging

Tk.

649

50 mm ND dia ball valve class 150 R.F.

Tk. 7,318.60

each

650

25 mm ND dia plug valve class 150 R.F.

Tk. 5,221.92

each

651

25 mm dia flange W/N 150 R.F.

Tk.

385.83

each

652

50 mm dia flange W/N 150 R.F.

Tk.

786.95

each

653

50 mm dia gasket

Tk.

279.28

each

654

25 mm dia gasket (asbestos)

Tk.

45.62

each

655

1/2" x 2.5" nut-bolt

Tk.

33.75

each

656

3/4" / 19 mm dia G.I. pipe (NTL or eqv.)

Tk.

41.70

per foot

657

1/2" / 12 mm dia G.I. pipe (NTL or eqv.)

Tk.

32.00

per foot

658

12 x 6 mm gas stop cock

Tk.

193.00

each

659

20 x 20 mm gas stop cock

Tk.

308.56

each

C17

TERMITE TREATMENT

660

DURS BAN 20 EC

Tk.

920.00

per litre

661

NEOCIDOL-60

Tk.

140.00

per % ml

21.82

per meter



SL

Items

662

Kerosene / Diesel

C18

CONCRETE HOLLOW BLOCKS & PAVING STONE WORKS

663

Rate

27

Unit

Tk.

68.00

per litre

70 mm non load bearing concrete hollow block

Tk.

24.00

each

664

Transportation 70 mm block

Tk.

3.66

each

665

Mortar mix

Tk.

281.08

666


Tk.

36.00

each

667

Transportation 90 mm block

Tk.

3.00

each

668


Tk.

53.00

each

669

Transportation 140/190 mm block

Tk.

7.87

each

670

140 mm load bearing concrete hollow block

Tk.

56.06

each

671

190 mm load bearing concrete hollow block

Tk.

60.00

each

672

150 mm concrete ceiling block

Tk.

64.87

each

673

Transportation 150/200 mm ceiling block

Tk.

8.74

each

674


Tk.

94.01

each

675

External plaster mix

Tk.

286.57

per litre

676

60 mm grey uniblock: 15 N/mm 2

Tk.

14.00

each

677

60 mm coloured uniblock: 15 N/mm2

Tk.

18.00

each

678

Transportation 60/80 mm uniblock/Rec-block

Tk.

2.06

each

679

60 mm grey uniblock: 49 N/mm2

Tk.

17.00

each

680


Tk.

20.00

each

681

80 mm grey uniblock: 49 N/mm2

Tk.

22.00

each

682


Tk.

28.00

each

683

Rectangular grey block

Tk.

15.00

each

684

Rectangular coloured block

Tk.

18.00

each

685

250 x 250 mm grey engraved CC tiles

Tk.

46.66

per sft

686

250 x 250 mm coloured engraved CC tiles

Tk.

56.51

per sft

687

Transportation of 250 mm x 250 mm tiles

Tk.

1.90

per sft

688

Roof Engraved Tile

Tk.

36.63

per sft

per litre



SL

Items

Rate

28

Unit

689

Solid block (215 x 100 x 65) mm

Tk.

14.00

each

690

Transportation Solid block (215 x 100 x 65) mm

Tk.

1.64

each

691

200 mm x 92 mm x 37.5 mm grey solid cladding block

Tk.

13.00

each

692

Transportation solid cladding block

Tk.

2.31

each

693

200 mm x 92 mm x 37.5 mm coloured solid cladding block

Tk.

15.00

each

694

400 mm x 92 mm x 50 mm grey split cladding

Tk.

16.61

each

695

Transportation split cladding

Tk.

2.00

each

696

400 mm x 92 mm x 50 mm coloured split cladding

Tk.

21.45

each

697

420 mm x 330 mm x 15 mm coloured facial cladding

Tk.

35.21

each

698

418 mm x 330 mm x 17 mm red colour roof tiles

Tk.

150.00

each

699

Transportation roof tiles

Tk.

3.45

each

700

J-hook with nut and washer

Tk.

10.35

each

701

418 mm x 330 mm x 17 mm oriental colour roof tiles

Tk.

42.56

each

702

418 mm x 330 mm x 17 mm antique red colour roof tiles

Tk.

49.05

each

703

418 mm x 330 mm x 17 mm green colour roof tiles

Tk.

53.36

each

704

600 mm x 300 mm x 100 mm kerb stone

Tk.

150.00

each

705

Transportation of kerb stone

Tk.

31.19

each

706

100 mm non-load bearing concrete hollow block

Tk.

30.68

each

707

Transportation of 100 mm hollow block

Tk.

3.75

each

708


Tk.

94.45

each

709

Transportation 250 mm ceiling block

Tk.

8.75

each

710


Tk.

114.76

each

711

Transportation of 300 mm ceiling block

Tk.

13.23

each

712


Tk.

37.32

each

713

Transportation of 100 mm ceiling block

Tk.

5.36

each

714

418 mm x 330 mm x 17 mm brown colour roof tiles

Tk.

49.45

each

715

418 mm x 330 mm x 17 mm Navy blue roof tiles

Tk.

52.87

each

716

418 mm x 330 mm x 17 mm Mahogany colour roof tiles

Tk.

56.00

each



SL

Items

Rate

29

Unit

717

418 mm x 330 mm x 17 mm Rust Gold colour roof tiles

Tk.

56.00

each

718

All type concrete ridge: red colour

Tk.

150.00

each

719

60 mm gray trihex

Tk.

20.00

each

720

60 mm colour trihex

Tk.

30.00

each

721

400 mm x 200 mm x100 mm sand cement hollow block (SCHB)

Tk.

28.00

each

722

250 mm x 115 mm x 115 mm sand cement solid block

Tk.

10.00

each

723

300 mm x 115 m x 115 mm size thermal block

Tk.

22.00

each

724

240 mm x 115 mm x 70 mm size compressed stabilized earth block(CSEB)

Tk.

7.00

each

725

300 mm x 115 mm x 70 mm size sand cement solid block (SCSB)

Tk.

11.00

each

C19

SANITARY AND WATER SUPPLY WORK I. Misc. items

726

Water sealed heavy type 18" dia C.I. M.H. cover having locking arrangement

Tk.

900.00

each

727

Water sealed heavy type 24" dia C.I. M.H. cover having locking arrangement

Tk. 1,390.00

each

728

RCC tees

Tk.

425.00

each

729

CI brackets

Tk.

115.00

per pair

730

Heavy type CI brackets

Tk.

158.00

per pair

731

Nuts with washer

Tk.

26.00

each

732

Clamp

Tk.

50.00

each

733

50 mm screw & rowel plug

Tk.

9.00

each

734

75 mm Screw, Rowel plug & Washer

Tk.

13.00

each

735

Plastic clip

Tk.

10.00

each

736

Solvent cement

Tk.

0.70

per ml

737

Hem

Tk.

30.00

per sqm

738

Scaffolding

Tk.

3.00

per foot

739

Teflon

Tk.

16.00

per pcs

740

Nipples with jum-nuts

Tk.

60.00

each

741

PVC connection pipe

Tk.

30.00

each

II. Fixtures & Accessories



SL

Items

Rate

30

Unit

742

White 465 x 340 x 415 mm commode

Tk. 1,450.00

each

743

Coloured commode: 465 x 340 x 415 mm

Tk. 1,530.00

each

744

Special coloured commode: 465 x 340 x 415 mm

Tk. 1,670.00

each

745

Seat cover: 465 x 340 x 415 mm

Tk.

510.00

each

746

White 490 x 190 x 350 mm low-down

Tk. 1,250.00

each

747

Coloured low-down: 490 x 190 x 350 mm

Tk. 1,400.00

each

748

Special coloured low-down: 490 x 190 x 350 mm

Tk. 1,600.00

each

749

32 mm dia plastic pipe for low-down connection

Tk.

75.00

each

750

Light colour combicloset , Size 670 x 365 x 755 mm, 31kg

Tk. 6,040.00

each

751

Coloured combicloset (Marbel shaded) :670 x 365 x 755mm, 31kg

Tk. 7,850.00

each

752

Special coloured combicloset: (Deep colour) 670 x 365 x 755 mm, 31kg

Tk. 9,060.00

each

753

Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde), 700 x 370 x 795 mm, 32.5kg

Tk. 7,130.00

each

754

Coloured (Marble shade) 700 x 370 x 795 mm, 32.5kg

Tk. 9,270.00

each

755

Special coloured (Deep Blue, Ruby, Rain Forest, Green), 700 x 370 x 795 mm, 32.5kg

Tk. 10,695.00

each

756

Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde), 700 x 360 x 785 mm, 38 kg

Tk. 9,950.00

each

757

Coloured (Marble Shade) 700 x 360 x 785 mm, 38 kg

Tk. 13,935.00

each

758

Special coloured (Deep Blue, Ruby, Rain Forest, Green) 700 x 360 x 785 mm, 38 kg

Tk. 14,925.00

each

759

White / Ivory colour 440 x 730 x 785 mm, 36.75 kg

Tk. 11,825.00

each

760

White and Ivory colour 440 x 730 x 785 mm, 36.75 kg

Tk. 11,825.00

each

761

White combicloset, 725 x 360 x 840 mm, 42.7kg

Tk. 12,640.00

each

762

Coloured (Marble Shade) , 725 x 360 x 840 mm size, approx. 42.7 kg

Tk. 16,430.00

each

763

Special coloured (Deep Blue, Ruby, Rain Forest, Green), 725 x 360 x 840 mm size, approx. 42.7 kg

Tk. 18,950.00

each

764

White colour, 370 x 760 x 800 mm size, approx. 44.69 kg

Tk. 13,990.00

each

765

White / Ivory colour glazed vitreous W/H wash basin excluding pedastal, 560 x 410 x 205 mm, 7.90kg

Tk. 3,150.00

each

766

Supplying, glazed vitreous W/H Wash Basin including pedastal approx (size 600 x 500 x 855 mm, 26.92kg )

Tk. 4,650.00

each

767

Flushing equipment:

Tk.

each

750.00



SL

Items

768

Light Colour Bangladesh pattern, long pan with foot-rest , Size 530 x 430 x 210 mm, 12.5 kg

Tk.

887.00

each

769

Coloured ( Marbel Shaded) long pan 530 x 430 x 210 mm, 12.5 kg

Tk. 1,153.00

each

770

Special coloured (Deep colour) Bangladesh pattern, long pan with foot-rest, Size 530x430x210 mm 12.5 kg

Tk. 1,330.00

each

771

White colour, long pan with foot-rest, approx. 530 x 450 x 290 mm 14.5 kg

Tk. 1,315.00

each

772

Coloured, long pan with foot-rest, approx. 530 x 450 x 290 mm 14.5 kg

Tk. 1,643.00

each

773

Special, long pan with foot-rest, coloured approx. 530 x 450 x 290 mm 14.5 kg

Tk. 1,972.00

each

774

White/coloured foot-rest, Size 280 x 140 x 30 mm size glazed porcelain foot rest, 1.5 kg

Tk.

200.00

per pair

775

Light colour long pan (Bangladeshi) approx. 525 x 295 x 285 mm, 5.7kg or equivalent

Tk.

550.00

each

776

White colour , 600x465x225 mm,14kg

Tk. 1,280.00

each

777

Coloured 600x465x225 mm,14kg

Tk. 1,480.00

each

778

Special coloured 600x465x225 mm,14kg

Tk. 1,580.00

each

779

White,595x430x190 mm,10kg

Tk.

966.00

each

780

Coloured 595x430x190 mm,10kg

Tk. 1,167.00

each

781

Special coloured 595x430x190 mm,10kg

Tk. 1,400.00

each

782

White,510x450x203 mm, 9.5kg

Tk.

937.00

each

783

Coloured 510x450x203 mm , 9.5kg

Tk.

984.00

each

784

Special coloured 510x450x203 mm, 9.5kg

Tk. 1,089.00

each

785

White, 450x405x180 mm, 7kg

Tk.

665.00

each

786

Coloured 450x405x180 mm, 7kg

Tk.

698.00

each

787

Special coloured 450x405x180 mm, 7kg

Tk.

733.00

each

788

White 465x340x180 mm, 6kg

Tk.

604.00

each

789

Coloured 465x340x180 mm, 6kg

Tk.

635.00

each

790

Special coloured 465x340x180 mm, 6kg

Tk.

665.00

each

791

White 535x465x210 mm, 10.5kg

Tk.

966.00

each

792

Coloured 535x465x210 mm, 10.5kg

Tk. 1,014.00

each

793

Special coloured 535x465x210 mm, 10.5kg

Tk. 1,064.00

each

Cabinet Basin

Rate

31

Unit



Rate

32

SL

Items

Unit

794

Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde), 500x450x180 mm , 9 kg

Tk. 2,613.00

each

795

Coloured ( Marble Shade) 500x450x180 mm, 9 kg

Tk. 3,396.90

each

796

Special coloured (Deep Blue, Ruby, Rain Forest, Green) 500x450x180 mm, 9 kg

Tk. 3,919.50

each

Corner Basin

797

Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde) 440x360x195 m, 7.0kg

Tk.

788.00

each

798

Coloured ( Marble Shade) 440x360x195 mm, 7.0kg

Tk. 1,024.40

each

799

Special coloured ( Deep Blue, Ruby, Rain Forest, Green), 440x360x195 mm, 7.0kg

Tk. 1,182.00

each

800

Light colour W-basin including pedastal, , approx. size 660 x 545 x 850 mm, 29kg

Tk. 3,295.00

each

801

Coloured ( Marble Shade), approx. size 660 x 545 x 850 mm, 29kg

Tk. 4,280.00

each

802

Special coloured W-basin:( Deep Colour ),including pedasta, approx. size 660 x 545 x 850 mm, 29kg

Tk. 4,940.00

each

803

Light colour W-basin including pedastal : approx. 665 x 490 x 840 mm, 29.5 kg

Tk. 4,760.00

each

804

Coloured ( Marble Shade) W-basin:approx. 665 x 490 x 840 mm, 29.5 kg

Tk. 6,185.00

each

805

Special coloured ( Deep Colour ) W-basin: approx. 665 x 490 x 840 mm, 29.5 kg

Tk. 7,135.00

each

806

Grating with brass coupling

Tk.

300.00

each

807

125 mm dia Convex Cast Iron Grating

Tk.

400.00

each

808

32 mm dia PVC waste pipe for W-Basin connection

Tk.

150.00

each

809

CP chain with rubber plug

Tk.

80.00

each

Pedestal

810

White colour: approx. 670 x 186 x 170 mm, 6.5kg

Tk. 1,345.00

each

811

Coloured (Marble shaded) approx. 670 x 186 x 170 mm, 6.5kg

Tk. 1,750.00

each

812

Special coloured (Deep colour ): approx. 670 x 186 x 170 mm, 6.5kg

Tk. 2,020.00

each

813

Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde) : approx. 670 x 186 x 170 mm

Tk. 1,840.00

each

814

Coloured (Marble Shaded) approx. 670 x 186 x 170 mm, 6.5kg

Tk. 2,392.00

each

815

Special coloured (Deep Blue, Ruby, Rain Forest, Green) approx. 670 x 186 x 170 mm

Tk. 2,760.00

each

816

Light colour (Ivory, Alpine White, Grey, Pink, Blue, Aqua Verde) : approx. 670 x 186 x 170 mm

Tk. 1,980.00

each

817

Coloured (Marble Shaded) approx. 670 x 186 x 170 mm

Tk. 2,574.00

each

818

Special coloured (Deep Blue, Ruby, Rain Forest, Green ) approx. 670 x 186 x 170 mm

Tk. 2,970.00

each



SL

Items

Rate

33

Unit

819

Light colour : approx 445 x 355 x 330 mm, 11.5kg

Tk. 1,115.00

each

820

Coloured (Marble shaded) approx 445 x 355 x 330 mm, 11.5kg

Tk. 1,450.00

each

821

Special coloured (Deep colour ) approx 445 x 355 x 330 mm, 11.5kg

Tk. 1,670.00

each

822

Light colour :approx 445 x 355 x 330 mm, 10kg (partition Type)

Tk. 1,650.00

each

823

Coloured (Marble shade approx 445 x 355 x 330 mm, 10kg (partition Type)

Tk. 2,171.00

each

824

Special coloured (Deep colour ) approx 445 x 355 x 330 mm, 10kg (partition Type)

Tk. 2,505.00

each

825

White colour flat/squatting bowl urinal: 510 x 380 x 85mm in size, approx. 9.5 kg

Tk.

950.00

each

826

Coloured flat/squatting bowl urinal: 510 x 380 x 85mm in size, approx. 9.5 kg

Tk. 1,000.00

each

827

Special coloured flat/squatting bowl urinal: 510 x 380 x 85 mm in size, approx. 9.5 kg

Tk. 1,100.00

each

828

White porcelain sink, size (mm) 635 x 480 x 195 mm, 19.5kg

Tk. 1,500.00

each

829

Coloured porcelain sink: 635 x 480 x 195 mm, 19.5kg

Tk. 1,800.00

each

830

Stainless steel, single bowl sink: Singapore/M'Asia, size 450 mm x 1050 mm

Tk. 2,500.00

each

831

Stainless steel, double bowl Sink: Singapore/M'Asia,

Tk. 4,500.00

each

832

450 x 600 x 5 mm mirror

Tk.

550.00

each

833

450 x 350 x 4 mm mirror

Tk.

350.00

each

834

Super quality steel frame with brackets for 600 x 125 x 5 mm size glass shelf

Tk.

600.00

each

835

Super quality coloured glass for 600 x 125 x 5 mm size glass shelf

Tk.

400.00

each

836

Medium quality CP iron frame with brackets for 600 x 125 x 5 mm size glass shelf.

Tk.

350.00

each

837

Medium quality glass for 600 x 125 x 5 mm size glass shelf

Tk.

300.00

each

838

Super quality 600 x 20 mm dia size CP towel rail.

Tk.

450.00

each

839

Medium quality CP Towel Rail 600 x 20 mm dia size

Tk.

375.00

each

840

White porcelain toilet paper holder, size (mm) 150 x 150 x 126

Tk.

250.00

each

841

Coloured porcelain toilet paper holder, Size (mm) 150 x 150 x 126

Tk.

325.00

each

842

White special porcelain toilet paper holder Size (mm) 150 x 150 x 126

Tk.

320.00

each

843

Coloured special porcelain toilet paper holder Size (mm) 150 x 150 x 126

Tk.

420.00

each

844

Standard size stainless steel toilet paper holder with cover

Tk.

400.00

each

845

Standard size CP toilet paper holder with pastic holder rod

Tk.

245.00

per set

846

125 mm dia atainless-steel floor-grating

Tk.

150.00

per set



SL

Items

Rate

34

Unit

847

150 x 150 mm size stainless steel floor grating

Tk.

740.00

each

848

75 x 75 mm size stainless steel floor grating

Tk.

195.00

each

849

62mm dia stainless steel floor grating

Tk.

95.00

each

850

150 x 150mm size plastic-grating with hinged cover

Tk.

75.00

each

851

Plastic low down complete set including internal and external fittings

Tk.

900.00

per set

852

Internal and external fittings for plastic low down

Tk.

540.00

per set

853

CP soap tray

Tk.

130.00

each

854

Porcelain soap tray: white

Tk.

230.00

each

855

Porcelain soap tray: coloured

Tk.

275.00

each

856

Stainless steel soap tray

Tk.

230.00

each

857

Surface mounted automatic liquid soap dispenser

Tk. 5,500.00

each

858

Automatic wall-mounted liquid soap dispenser

Tk. 6,000.00

each

859

Liquid soap dispenser (push-up type)

Tk.

500.00

each

167.00

per foot

III. Pipes & Accessories (a) HDPE Pipe

860

110 mm dia HDPE pipe

Tk.

861

110 mm HDPE plain tee/T-Y

Tk. 1,408.00

each

862

110 mm HDPE plain bend

Tk.

885.00

each

863


Tk.

307.00

per foot

864


Tk. 1,925.00

each

865


Tk. 1,358.00

each

866


Tk.

867


Tk. 2,275.00

each

868


Tk. 2,500.00

each

869


Tk.

870


Tk. 6,333.00

each

871


Tk. 4,166.00

each

872

Electro fusion welding joint(upto 110 mm)

Tk.

each

552.00

860.00

400.00

per foot

per foot



SL

Items

Rate

35

Unit

873

Electro fusion welding joint(over 110 mm)

Tk.

500.00

each

874

110 mm dia HDPE pipe for under-ground

Tk.

167.00

per foot

875

110 mm HDPE plain Tee/T-Y for under-ground

Tk.

646.00

each

876

110 mm HDPE plain Bend for under-ground

Tk.

465.00

each

877


Tk.

307.00

per foot

878


Tk.

916.00

each

879

160 mm HDPE plain bend for under-ground

Tk.

802.00

each

880


Tk.

552.00

per foot

881

200 mm HDPE plain tee/T-Y for under-ground

Tk. 2,274.00

each

882


Tk. 1,527.00

each

883


Tk.

884


Tk. 4,541.00

each

885


Tk. 3,054.00

each

886


Tk. 1,072.00

per foot

887


Tk. 5,465.00

each

888


Tk. 3,960.00

each

889


Tk. 1,367.00

per foot

890


Tk. 7,320.00

each

891


Tk. 5,402.00

each

892


Tk. 2,190.00

per foot

893


Tk. 14,057.00

each

894


Tk. 10,780.00

each

895


Tk. 5,105.00

per foot

896


Tk. 40,555.00

each

897


Tk. 31,042.00

each

898


Tk. 6,908.00

per foot

899


Tk. 50,689.00

each

900


Tk. 42,570.00

each

850.00

per foot



SL

Items

Rate

36

Unit

901


Tk. 11,110.00

per foot

902


Tk. 90,894.00

each

903


Tk. 70,420.00

each

Butt Welding Joint

904

Butt fusion welding joint(75-355 mm dia HDPE pipe)

Tk.

350.00

each

905


Tk.

450.00

each

906


Tk.

600.00

each

(b) uPVC

907

12 mm dia uPVC pipe

Tk.

6.75

per foot

908

12 mm dia uPVC plain Tee

Tk.

5.50

each

909

12 mm dia uPVC plain elbow

Tk.

4.50

each

910

12 mm dia uPVC faucet elbow

Tk.

6.00

each

911

12 mm dia uPVC plain socket

Tk.

4.00

each

912

12 mm dia uPVC thread plug

Tk.

3.00

each

913

19 mm dia uPVC pipe

Tk.

10.00

per foot

914

19 mm dia uPVC plain tee

Tk.

8.00

each

915

19 mm dia uPVC plain elbow

Tk.

7.50

each

916

19 mm dia uPVC plain socket

Tk.

5.00

each

917

19mm x 12 mm dia uPVC reduced tee

Tk.

20.00

each

918

19mm x 12 mm dia uPVC reduced elbow

Tk.

20.00

each

919

25 mm dia uPVC pipe

Tk.

13.00

per foot

920

25 mm x 19 mm dia reduced tee

Tk.

22.50

each

921

32 mm dia uPVC pipe

Tk.

20.00

per foot

922

32 mm dia uPVC tee

Tk.

22.50

each

923

32 mm dia uPVC socket

Tk.

29.00

each

924

32 mm dia elbow

Tk.

17.50

each

925

32 mm plain bend 900

Tk.

17.50

each

926

37 mm dia uPVC pipe

Tk.

14.50

per foot



SL

Items

Rate

37

Unit

927

37 mm dia uPVC tee

Tk.

22.50

each

928

37 mm dia uPVC socket

Tk.

29.00

each

929

37 mm dia uPVC elbow

Tk.

21.00

each

930

50 mm dia uPVC pipe: 20 foot (6m) long

Tk.

32.00

per foot

931

50 mm dia uPVC bend/offset

Tk.

23.00

each

932

50 mm dia uPVC Tee/T-Y/Y (50 x 50 mm)

Tk.

99.00

each

933

60 mm dia uPVC pipe

Tk.

40.00

per foot

934

60 mm tee

Tk.

123.00

each

935

60 mm socket

Tk.

60.00

each

936

60 mm elbow

Tk.

85.00

each

937

75 mm dia uPVC pipe

Tk.

54.00

per foot

938

75 mm dia tee

Tk.

165.00

each

939

75 mm dia socket

Tk.

71.00

each

940

75 mm dia elbow

Tk.

137.00

each

941

88 mm dia uPVC pipe

Tk.

60.00

per foot

942

88 mm dia tee

Tk.

175.00

each

943

88 mm dia socket

Tk.

105.00

each

944

88 mm dia elbow

Tk.

150.00

each

945

114 mm dia uPVC pipe

Tk.

80.00

per foot

946

114 mm dia tee

Tk.

250.00

each

947

114 mm dia socket

Tk.

125.00

each

948

114 mm dia elbow

Tk.

160.00

each

949

100 mm dia uPVC Pipe: 20 foot (6m) long

Tk.

79.00

per foot

950

100 mm dia uPVC bend/offset

Tk.

146.00

each

951


Tk.

179.00

each

952

110 mm dia uPVC pipe

Tk.

68.00

per foot

953

110 mm dia door tee (Back)

Tk.

180.00

each

954

110 mm dia uPVC plain bend 90

Tk.

100.00

each



SL

Items

Rate

38

Unit

955

110 mm dia uPVC long trap

Tk.

212.00

each

956

110 mm dia round grating

Tk.

295.00

each

957

110 mm dia uPVC vent cowl

Tk.

28.00

each

958

150 mm dia uPVC Pipe: 20 foot (6m) long

Tk.

167.00

per foot

959

150 mm dia uPVC bend/offset/cowl

Tk.

354.00

each

960


Tk.

307.00

each

961

150 mm dia uPVC for under-ground

Tk.

129.00

per foot

962

200 mm dia uPVC pipe for under-ground

Tk.

257.00

per foot

963


Tk.

405.00

per foot

964


Tk.

540.00

per foot

965


Tk.

550.00

per foot

(c) G.I. Pipe & fittings

966

12 mm dia GI pipe

Tk.

33.00

per foot

967

12 mm dia elbow

Tk.

23.00

each

968

12 mm dia tee

Tk.

28.00

each

969

12 mm dia nipple

Tk.

18.00

each

970

12 mm dia plug

Tk.

11.00

each

971

12 mm dia socket

Tk.

14.50

each

972

20 mm dia GI pipe

Tk.

48.00

per foot

973

20 mm dia elbow

Tk.

35.00

each

974

20 mm dia tee

Tk.

44.00

each

975

20 mm dia nipple

Tk.

23.00

each

976

20 mm dia plug

Tk.

12.00

each

977

20 mm dia reducer

Tk.

35.00

each

978

20 mm dia socket

Tk.

25.00

each

979

25 mm dia GI pipe

Tk.

66.00

per foot

980

25 mm dia elbow

Tk.

49.00

each

981

25 mm dia tee

Tk.

54.00

each



SL

Items

Rate

39

Unit

982

25 mm dia nipple

Tk.

34.00

each

983

25 mm dia plug

Tk.

21.00

each

984

25 mm dia reducer

Tk.

38.00

each

985

25 mm dia socket

Tk.

30.00

each

986

32 mm dia GI pipe

Tk.

84.00

per foot

987

32 mm dia elbow

Tk.

63.00

each

988

32 mm dia tee

Tk.

80.00

each

989

32 mm dia nipple

Tk.

45.00

each

990

32 mm dia plug

Tk.

27.00

each

991

32 mm dia reducer

Tk.

58.00

each

992

32 mm dia socket

Tk.

45.00

each

993

40 mm dia GI pipe

Tk.

104.00

per foot

994

40 mm dia elbow

Tk.

82.00

each

995

40 mm dia tee

Tk.

82.00

each

996

40 mm dia nipple

Tk.

74.00

each

997

40 mm dia plug

Tk.

37.00

each

998

40 mm dia reducer

Tk.

82.00

each

999

40 mm dia socket

Tk.

55.00

each

1000

50 mm dia GI pipe

Tk.

125.00

per foot

1001

50 mm dia Elbow

Tk.

122.00

each

1002

50 mm dia tee

Tk.

98.00

each

1003

50 mm dia nipple

Tk.

74.00

each

1004

50 mm dia plug

Tk.

46.00

each

1005

50 mm dia reducer

Tk.

88.00

each

1006

50 mm dia socket

Tk.

75.00

each

1007

62 mm dia GI pipe

Tk.

191.00

per foot

1008

62 mm dia elbow

Tk.

222.00

each

1009

62 mm dia tee

Tk.

322.00

each



SL

Items

Rate

40

Unit

1010

62 mm dia nipple

Tk.

176.00

each

1011

62 mm dia plug

Tk.

60.00

each

1012

62 mm dia reducer

Tk.

126.00

each

1013

62 mm dia socket

Tk.

148.00

each

1014

75 mm dia GI pipe

Tk.

215.00

per foot

1015

75 mm dia elbow

Tk.

400.00

each

1016

75 mm dia tee

Tk.

322.00

each

1017

75 mm dia nipple

Tk.

176.00

each

1018

75 mm dia plug

Tk.

135.00

each

1019

75 mm dia reducer

Tk.

153.00

each

1020

75 mm dia socket

Tk.

147.00

each

1021

100 mm dia G.I. pipe

Tk.

310.00

per foot

1022

100 mm dia elbow

Tk.

612.00

each

1023

100 mm dia tee

Tk.

785.00

each

1024

100 mm dia nipple

Tk.

395.00

each

1025

100 mm dia plug

Tk.

252.00

each

1026

100 mm dia reducer

Tk.

342.00

each

1027

100 mm dia socket

Tk.

348.00

each

(d) SS Pipe & fittings

1028

62 mm dia stainless steel (2 mm thick) pipe

Tk.

248.00

per foot

1029


Tk.

197.00

per foot

1030


Tk.

148.00

per foot

1031


Tk.

95.00

per foot

1032


Tk.

68.00

per foot

1033


Tk.

34.00

per foot

1034

6 mm dia stainless steel (1.5 mm thick) pipe

Tk.

20.00

per foot

1035

25 mm x 25 mm SS square solid bar

Tk.

111.00

per foot

1036

Top cap for 40 mm dia SS pipe

Tk.

80.00

each



SL

Items

Rate

41

Unit

1037

Bottom cap for 40 mm dia SS pipe

Tk.

60.00

each

1038

65 mm x 55 mm x 6 mm SS plate

Tk.

150.00

each

1039

50 mm x 25 mm x 2 mm SS box:

Tk.

60.00

per foot

1040

19 mm x 19 mm x 3 mm SS angle

Tk.

80.00

per foot

1041


Tk.

110.00

per foot

1042


Tk.

190.00

per foot

1043


Tk.

210.00

per foot

1044


Tk.

180.00

per foot

1045


Tk.

270.00

per foot

1046


Tk.

220.00

per foot

1047


Tk.

250.00

per foot

1048


Tk.

350.00

per foot

1049

19 mm x 3 mm SS flat bar

Tk.

45.00

per foot

1050


Tk.

55.00

per foot

1051


Tk.

90.00

per foot

1052


Tk.

110.00

per foot

1053


Tk.

150.00

per foot

1054


Tk.

200.00

per foot

1055

SS pipe post with glass holder

Tk.

300.00

per foot

1056

SS base cup 38 mm

Tk.

200.00

each

1057

50 x 62 x 2 mm SS pipe post with glass holder

Tk.

300.00

each

1058

SS welding rod

Tk.

6.00

per pcs

1059

Cutting charge of SS angle

Tk.

6.13

each

1060

62 mm dia SS bend

Tk.

65.00

each

1061

62 mm dia end socket

Tk.

30.00

each

1062

50 mm dia SS bend

Tk.

55.00

each

1063


Tk.

20.00

each

1064


Tk.

15.00

each



SL

Items

Rate

42

Unit

1065

25 mm dia socket

Tk.

12.00

each

1066

Royal bolt

Tk.

50.00

each

1067

Glass hole

Tk.

25.00

each

1068

Spider knob

Tk.

150.00

each

(e) CPVC

1069

12 mm dia CPVC pipe

Tk.

28.00

per foot

1070

12 mm dia CPVC plain tee

Tk.

34.00

each

1071

12 mm dia CPVC plain elbow

Tk.

26.00

each

1072

12 mm dia CPVC faucet elbow

Tk.

24.00

each

1073

12 mm dia CPVC plain socket

Tk.

21.00

each

1074

12 mm dia CPVC thread plug

Tk.

6.00

each

1075

19 mm dia CPVC pipe

Tk.

40.00

per foot

1076

19 mm dia CPVC plain tee

Tk.

57.00

each

1077

19 mm dia CPVC plain elbow

Tk.

54.00

each

1078

19 mm dia CPVC plain socket

Tk.

17.00

each

1079

19mm x 12 mm dia CPVC reduced tee

Tk.

79.00

each

1080

19mm x 12 mm dia CPVC reduced elbow

Tk.

57.00

each

1081

25 mm dia CPVC pipe

Tk.

57.00

per foot

1082

25 mm x 19 mm dia redeuced Tee

Tk.

140.00

each

1083

32 mm dia CPVC pipe

Tk.

89.00

per foot

1084

32 mm dia CPVC tee

Tk.

211.00

each

1085

32 mm dia CPVC socket

Tk.

64.00

each

1086

32 mm dia elbow

Tk.

130.00

each

1087

37 mm dia CPVC pipe

Tk.

130.00

per foot

1088

37 mm dia CPVC tee

Tk.

304.00

each

1089


Tk.

98.00

each

1090

37 mm dia CPVC elbow

Tk.

258.00

each

1091

50 mm dia CPVC pipe

Tk.

200.00

per foot



SL

Items

Rate

43

Unit

1092

50 mm dia CPVC tee

Tk.

648.00

each

1093


Tk.

360.00

each

1094

50 mm dia CPVC elbow

Tk.

482.00

each

(f) PP-R Pipe

1095

12 mm PP-R pipe

Tk.

14.00

per foot

1096

19 mm PP-R pipe

Tk.

20.50

per foot

1097

25 mm PP-R pipe

Tk.

29.50

per foot

1098

32 mm PP-R pipe

Tk.

49.00

per foot

1099

38 mm PP-R pipe

Tk.

61.50

per foot

1100

50 mm PP-R pipe

Tk.

95.00

per foot

PP-R Fittings

1101

12 mm PP-R elbow

Tk.

7.50

each

1102

12 mm PP-R tee

Tk.

9.75

each

1103

12 mm PP-R end cap

Tk.

7.00

each

1104

12 mm PP-R plug

Tk.

6.00

each

1105

12 mm PP-R reducer

Tk.

20.00

each

1106

12 mm PP-R socket

Tk.

7.50

each

1107

19 mm PP-R elbow

Tk.

10.50

each

1108

19 mm PP-R tee

Tk.

13.00

each

1109

19 mm PP-R end cap

Tk.

9.75

each

1110

19 mm PP-R plug

Tk.

7.50

each

1111

19 mm PP-R reducer

Tk.

27.00

each

1112

19 mm PP-R socket

Tk.

8.00

each

1113

25 mm PP-R elbow

Tk.

17.25

each

1114

25 mm PP-R tee

Tk.

19.25

each

1115

25 mm PP-R end cap

Tk.

16.00

each

1116

25 mm PP-R plug

Tk.

14.00

each

1117

25 mm PP-R reducer

Tk.

30.00

each



SL

Items

Rate

44

Unit

1118

25 mm PP-R socket

Tk.

18.00

each

1119

32 mm PP-R elbow

Tk.

58.50

each

1120

32 mm PP-R tee

Tk.

61.00

each

1121

32 mm PP-R end cap

Tk.

36.75

each

1122

32 mm PP-R plug

Tk.

36.00

each

1123

32 mm PP-R reducer

Tk.

66.00

each

1124

32 mm PP-R socket

Tk.

21.75

each

1125

38 mm PP-R elbow

Tk.

77.00

each

1126

38 mm PP-R tee

Tk.

81.00

each

1127

38 mm PP-R end cap

Tk.

93.00

each

1128

38 mm PP-R plug

Tk.

18.00

each

1129

38 mm PP-R reducer

Tk.

102.00

each

1130

38 mm PP-R socket

Tk.

41.00

each

1131

50 mm PP-R elbow

Tk.

137.00

each

1132

50 mm PP-R tee

Tk.

149.00

each

1133

50 mm PP-R end cap

Tk.

140.00

each

1134

50 mm PP-R plug

Tk.

20.00

each

1135

50 mm PP-R reducer

Tk.

131.00

each

1136

50 mm PP-R socket

Tk.

61.00

each

PP-R Union

1137

12 mm PP-R union

Tk.

131.00

each

1138

19 mm PP-R union

Tk.

153.00

each

1139

25 mm PP-R union

Tk.

170.00

each

1140

32 mm PP-R union

Tk.

328.00

each

1141

38 mm PP-R union

Tk.

524.00

each

1142

50 mm PP-R union

Tk.

688.00

each

Tk.

175.00

each

PP-R Gate-Valve

1143

12 mm PP-R Gate-valve



SL

Items

Rate

45

Unit

1144


Tk.

274.00

each

1145


Tk.

306.00

each

1146


Tk.

560.00

each

1147


Tk.

606.00

each

1148


Tk.

818.00

each

(g) RCC Pipes

1149

150 mm dia RCC pipe (stone-chips, 40 mm thickness. 6'-0" long)

Tk. 1,017.00

each (6'-0")

1150


Tk. 1,575.00

each (6'-0")

1151


Tk. 2,743.00

each (6'-0")

1152


Tk. 3,580.00

each (6'-0")

1153


Tk. 13,190.00

each (6'-0")

iv) G.I. Union

1154

12 mm dia union

Tk.

35.00

each

1155

20 mm dia union

Tk.

50.00

each

1156

25 mm dia union

Tk.

63.00

each

1157

32 mm dia union

Tk.

82.00

each

1158

40 mm dia union

Tk.

127.00

each

1159

50 mm dia union

Tk.

175.00

each

1160

62 mm dia union

Tk.

290.00

each

1161

75 mm dia union

Tk.

330.00

each

1162

100 mm dia union

Tk.

465.00

each

v) G.I. Gate-Valve

1163

12 mm dia gate-valve

Tk.

270.00

each

1164


Tk.

320.00

each

1165


Tk.

440.00

each

1166


Tk.

550.00

each

1167


Tk.

720.00

each

1168


Tk. 1,250.00

each



SL

Items

Rate

46

Unit

1169


Tk. 2,600.00

each

1170


Tk. 3,500.00

each

1171


Tk. 5,800.00

each

vi) G.I. Glove-Valve

1172

12 mm dia globe-valve

Tk.

200.00

each

1173


Tk.

250.00

each

1174


Tk.

400.00

each

1175


Tk.

650.00

each

1176


Tk.

850.00

each

1177


Tk. 1,200.00

each

1178


Tk. 2,700.00

each

1179


Tk. 3,700.00

each

1180


Tk. 5,000.00

each

vii) G.I. Check-Valve

1181

12 mm dia check-valve

Tk.

180.00

each

1182


Tk.

280.00

each

1183


Tk.

400.00

each

1184


Tk.

570.00

each

1185


Tk.

680.00

each

1186


Tk. 1,100.00

each

1187


Tk. 2,100.00

each

1188


Tk. 2,850.00

each

1189


Tk. 4,700.00

each

viii) Float-Valve

1190

12 mm dia float-valve

Tk.

225.00

each

1191


Tk.

315.00

each

1192


Tk.

385.00

each

1193


Tk.

630.00

each



SL

1194

Items


Rate

47

Unit

Tk.

700.00

each

ix) Drainage Pipe Fittings:

1195

50 mm plastic Y or T-Y cleanout

Tk.

380.00

each

1196

100 mm plastic "P" or "S" trap

Tk.

390.00

each

1197

100 mm "Y" or "T-Y" plastic cleanout

Tk.

430.00

each

1198

50 mm plastic P or S trap

Tk.

350.00

each

X. Faucets

1199

12 mm CP bib cock (normal)

Tk.

770.00

each

1200

12 mm CP bib cock (medium)

Tk.

780.00

each

1201

12 mm special quality CP bip cock

Tk.

845.00

each

1202

12 mm plastic bip cock with internal brass thread

Tk.

150.00

each

1203

12 mm CP medium quality Pillar cock

Tk.

950.00

each

1204

12 mm CP special heavy duty Pillar cock

Tk.

990.00

each

CP Self closing Pillar Cock [ With Mixture ]

1205

Standard

Tk. 6,500.00

each

1206

Super

Tk. 20,000.00

each

CP Self closing Pillar Cock [ Without Mixture ]

1207

Standard

Tk. 4,500.00

each

1208

Super

Tk. 15,000.00

each

1209

12 mm CP medium heavy duty Pillar cock

Tk.

950.00

each

1210

12 mm CP concealed fixed Sink cock

Tk.

875.00

each

1211

12 mm CP concealed moving sink cock(medium)

Tk. 1,160.00

each

1212

12 mm CP concealed moving sink cock(special)

Tk. 1,280.00

each

1213

CP basin mixture(medium)

Tk. 2,100.00

each

1214

CP basin mixture(special)

Tk. 2,290.00

each

1215

CP single handle basin mixture(medium)

Tk. 2,470.00

each

1216

CP single handle basin mixture(special)

Tk. 2,700.00

each

1217

CP shower mixture including shower head

Tk. 3,500.00

each



SL

Items

Rate

48

Unit

1218

CP shower mixture including shower head & faucet

Tk. 4,250.00

each

1219

CP bath-tub mixture with shower head

Tk. 3,700.00

each

1220

CP self closing pillar cock

Tk.

840.00

each

1221

12 mm ordinary type (brass) for surface mount CP stop cock

Tk.

300.00

each

1222

12 mm medium quality CP stop cock

Tk.

295.00

each

1223

12 mm special quality CP stop cock

Tk.

900.00

each

1224

Stop cock: concealed

Tk.

900.00

each

1225

Stop cock: concealed (medium)

Tk.

950.00

each

1226

Stop cock: concealed (heavy)

Tk.

990.00

each

1227

Surface mounted angle stop cock

Tk.

665.00

each

1228

12 mm surface special heavy type angle stop cock

Tk.

685.00

each

1229

12 mm CP concealed angle stop cock

Tk.

665.00

each

1230

12 mm medium quality concealed angle stop cock

Tk.

715.00

each

1231

Stop cock (Medium)

Tk.

715.00

each

1232

Special concealed type heavy stop cock

Tk.

950.00

each

1233

12 mm CP medium quality surface & heavy type angle stop cock

Tk.

625.00

each

1234

12 mm CP surface special heavy type stop cock

Tk.

670.00

each

1235

100 mm dia CP fixed type cleansing shower rose

Tk.

440.00

each

1236

100 mm dia CP moving type cleansing shower rose

Tk.

900.00

each

1237

CP Moving hand shower

Tk. 1,215.00

each

1238

CP Moving push shower

Tk.

715.00

each

XI. Water Tank, Water Purifier

1239

16 BWG GI 1200 x 1200 x 1200 mm size over-head water-tank

Tk. 10,400.00

each

1240

18 BWG GI 1200 x 1200 x 1200 mm size over-head water-tank

Tk. 10,200.00

each

1241

1000 litre food-grade Plastic over-head water-tank

Tk. 7,100.00

each

1242


Tk. 10,650.00

each

1243


Tk. 14,200.00

each

1244

150 litre capacity plastic mini tank (loft tank)

Tk. 1,875.00

each



SL

Items

Rate

49

Unit

1245


Tk. 2,550.00

each

1246


Tk. 3,400.00

each

1247

500 litre capacity stainless steel water tank

Tk. 7,640.00

each

1248

1000 litre food-grade stainless steel water tank

Tk. 14,036.00

each

1249

2000 litre food-grade stainless steel water-tank

Tk. 24,056.00

each

1250


Tk. 49,191.00

each

1251


Tk. 53,481.00

each

1252

400 gallon capacity Ferro-cement water tank

Tk. 6,320.00

each

1253

450 mm long metal cover connection pipe

Tk.

100.00

each

1254

600 mm long metal cover connection pipe

Tk.

120.00

each

1255

12 mm or 19 mm dia ball cock for water tank

Tk.

130.00

each

1256

19 mm dia overflow pipe with jam-nut for plastic water tank

Tk.

80.00

each

1257

12 mm dia & 450 mm long plastic flexible connection pipe

Tk.

40.00

each

1258

12 mm dia & 600 mm long plastic flexible connection pipe

Tk.

50.00

each

1259

50 GPD reverse osmosis water purifier

Tk. 10,000.00

each

1260


Tk. 15,000.00

each

1261

75 GPD reverse osmosis water purifier ( Touch type)

Tk. 20,000.00

each

1262

100 GPD reverse osmosis water purifier ( with hot cold & warm option)

Tk. 55,000.00

each

1263


Tk. 40,000.00

each

1264


Tk. 60,000.00

each

1265

400 gal capacity ferro-cement water tank including installation

Tk. 6,500.00

each

1266

Water dispencer

Tk. 3,500.00

each

1267

600 mm dia C I man hole cover

Tk. 1,500.00

each

Booster Water Pump Including Pressure Guage

1268

Local Made

Tk. 6,200.00

each

1269

Foreign Made

Tk. 15,000.00

each

Tk. 1,900.00

each

Water Pressure Reducing Valve

1270

12 mm dia water pressure reducing valve



SL

Items

Rate

50

Unit

1271


Tk. 2,600.00

each

1272


Tk. 3,200.00

each

1273


Tk. 6,200.00

each

1274


Tk. 6,900.00

each

1275


Tk. 10,000.00

each

1276


Tk. 17,000.00

each

1277


Tk. 24,500.00

each

Tk. 4,500.00

each

1279 Alluvial loamy silty soil

Tk. 1,800.00

per % cft

1280

Well decomposed cow dung

Tk. 2,500.00

per % cft

1281

Possible cost/royalty of lawn grass

Tk.

45.00

per % sft

1282

16'-0" long muli bamboo (for split)

Tk.

120.00

each

1283

25'-0" long muli bamboo (full size)

Tk.

200.00

each

1284

Borrak bamboo (for post)

Tk.

12.00

per foot

1285

Borrak bamboo (full size)

Tk.

375.00

each

1286

200 mm size earthen tub

Tk.

32.00

each

1287


Tk.

40.00

each

1288


Tk.

56.00

each

1289


Tk.

82.00

each

1290


Tk.

145.00

each

1291

300 mm size earthen plate

Tk.

24.00

each

1292

Mustard oil cake

Tk.

40.00

per kg

1293

Bone mele

Tk.

40.00

per kg

1294

Urea fertilizer

Tk.

20.00

per kg

1295

Murate of potash

Tk.

20.00

per kg

1296

Triple super phosphate (TSP)

Tk.

30.00

per kg

1297

Spade (kodal)

Tk.

450.00

each

1278 Automatic hand drier C20

ARBORICULTURE WORK



SL

Items

Rate

51

Unit

1298

Spray machine (plaotic), 5ltr capacity

Tk. 1,800.00

each

1299

Steel funna, 450 mm size wirth wooden handle

Tk.

350.00

each

1300

Hand hoe, 250 mm size

Tk.

90.00

each

1301

Standard Steel hand trolly

Tk. 6,000.00

each

1302

Hedge scissors

Tk. 1,200.00

each

1303

10" size Secature

Tk.

650.00

each

1304

22 BWG G.I. water can (2.5 gallon)

Tk.

350.00

each

1305

300 mm size G.I. bucket

Tk.

250.00

each

1306

19 mm dia plastic hose pipe

Tk.

18.00

per foot

1307

400 mm blade Hand Lawn Mower, Model no 1403 – 16 (USA)

Tk. 12,500.00

each

1308

4.5 h.p., 550 mm blade power lawn mower machine

Tk. 44,500.00

each

1309

6.5 h.p., 550 mm blade power lawn mower machine

Tk. 58,400.00

each

1310

22 h.p. 1150 mm cutting blade power riding lawn mower machine

Tk.449,000.00

each

1311

perfekthion 1-100ml ,bottle

Tk.

230.00

each

1312

Redomil gold, 500gm packet

Tk.

720.00

each

1313

Ripcord 1-100 ml bottle

Tk.

200.00

each

1314

Proclaim,1 box (10gm-10 pack)

Tk.

600.00

each

1315

Vertimec,1-50ml bottle

Tk.

120.00

each

C21

DEEP TUBE-WELL

LS

I. For Test boring & design

1316

Mobilization of equipment for drilling 38 mm dia test and observation well

Tk. 6,553.16

1317

Boring by using 100 mm dia cutter (0 m to 50 m)

Tk.

158.07

meter

1318

Best quality heavy type hand type pump no 6

Tk. 2,330.46

each

1319

2.91 mm wall thick 38 mm dia G.I. pipe

Tk.

534.06

meter

1320

38 mm dia water grade PVC pipe (D-Class or eqv.) including carriage

Tk.

105.41

meter

1321

36 mm dia water grade PVC Strainer (D-Class or eqv.) including carriage

Tk.

124.45

meter

1322

38 mm dia socket adopter

Tk.

66.52

each

1323

Best quality 38 mm dia PVC Cap.

Tk.

49.30

each



SL

Items

Rate

52

Unit

1324

Complete development of the tube-well (test boring) up to 200 m depth.

Tk. 5,817.24

LS

1325

Design of production well upto 200 m

Tk. 7,769.73

LS

1326

Design of production well beyond 200m

Tk. 12,659.00

LS

1327

Disinfections of tube-well using bleaching powder

Tk.

LS

1328

Maintaining and filling and sealing test bore

Tk. 3,295.65

each bore

LS

358.36

II. For Production well

1329

Mobilization of drilling rig for shrouded production wells of depth up to 100 m

Tk. 32,491.42

1330

325 mm dia boring: up to 50 m depth.

Tk.

777.65

meter

1331


Tk.

818.18

meter

1332


Tk.

854.13

meter

1333


Tk. 1,058.85

meter

1334


Tk. 1,256.94

meter

1335

50 mm dia Class C PVC pipe

Tk.

113.71

meter

1336

50 mm dia Class D PVC pipe

Tk.

137.76

meter

1337

50 mm dia Class E PVC pipe

Tk.

190.24

meter

1338


Tk.

233.33

meter

1339


Tk.

308.33

meter

1340


Tk.

701.22

meter

1341


Tk.

386.67

meter

1342


Tk.

511.67

meter

1343


Tk.

645.83

meter

1344


Tk.

916.67

meter

1345


Tk. 1,083.20

meter

1346


Tk. 1,500.00

meter

1347

50 mm dia PVC cap

Tk.

62.95

each

1348

100 mm dia PVC cap

Tk.

161.62

each

1349

150 mm dia PVC cap

Tk.

419.52

each

1350

125 mm x 50 mm PVC reducer

Tk.

546.60

each



SL

Items

Rate

53

Unit

1351


Tk.

703.72

each

1352


Tk.

786.18

each

1353


Tk. 1,000.00

each

1354


Tk. 1,200.00

each

1354

125 mm dia PVC housing pipe Class C

Tk.

625.00

meter

1355

125 mm dia PVC housing pipe Class D

Tk.

783.33

meter

1356

125 mm dia PVC housing pipe Class E

Tk.

933.33

meter

1357


Tk.

916.67

meter

1358


Tk. 1,250.00

meter

1359


Tk. 1,500.00

meter

1360


Tk. 1,400.00

meter

1361


Tk. 1,875.00

meter

1362


Tk. 2,200.00

meter

1363


Tk. 2,200.00

meter

1364


Tk. 3,083.00

meter

1365


Tk. 3,666.67

meter

1366

PVC Tape

Tk.

101.47

each

1367

PVC Solution / gum

Tk.

660.68

no

1368

Petrol

Tk.

89.00

litre

1369

Diesel

Tk.

68.00

litre

1370

M.S split centralizer

Tk.

451.67

meter

1371

S.S split centralizer

Tk. 1,427.19

meter

1372

Complete development of the tube-well up to 200 m depth (50 mm x 150 mm tube-well).

Tk. 19,273.83

LS

1373

Complete development of the tube-well up to 200 m depth. (75 mm x 150 mm tube-well)

Tk. 26,020.65

LS

1374


Tk. 31,935.12

LS

1375


Tk. 38,183.30

LS

1376


Tk. 35,526.40

LS

1377

Hire charge of pump including spare and maintenance

Tk.

267.26

hour



SL

Items

Rate

54

Unit

1378

Disinfections of tube-well using bleaching powder (for 50 mm x 125 mm tube-well)

Tk. 1,030.37

LS

1379

150 mm dia and 4 mm thick M.S. pipe

Tk. 2,326.85

meter

1380

200 mm dia and 6 mm thick M.S. pipe welded

Tk. 3,305.41

meter

1381

200 mm dia and 6 mm thick M.S. pipe seamless

Tk. 3,637.63

meter

1382

4 mm thick 200 mm dia plate

Tk. 1,120.75

each

1383

5 mm thick 250 mm dia plate

Tk. 1,277.17

each

1384

6 mm thick 150 mm dia M.S. Cap

Tk. 1,102.80

each

1385

6 mm thick 200 mm dia M.S. Cap

Tk. 1,421.27

each

1386

150 mm dia 4.85 mm thick G.I. pipe

Tk. 2,826.21

meter

1387

200 mm dia 6 mm thick G.I. pipe

Tk. 6,135.50

meter

1388

150 mm dia stainless steel strainer of continuous slot

Tk. 12,977.66

meter

1389

150 mm dia 2.5 mm thick stainless steel bridge type strainer

Tk. 9,527.04

meter

1390

200 mm dia stainless steel strainer of continuous slot

Tk. 15,212.20

meter

1391


Tk. 10,084.79

meter

1392


Tk. 5,648.28

meter

1393


Tk. 5,717.85

meter

1394


Tk. 4,927.94

meter

1395


Tk. 6,674.32

meter

1396

200 mm x 200 mm dia 6 mm thick M.S. reducer

Tk. 2,300.00

each

1397

150 mm x 300 mm dia 6 mm thick M.S. reducer

Tk. 2,200.00

each

1398

200 mm x 300 mm dia M.S. reducer

Tk. 2,200.00

each

1399


Tk.

750.00

each

1400


Tk.

750.00

each

1401


Tk. 1,000.00

each

1402

(i) 300 mm dia 6 mm thick M.S. housing pipe welded

Tk. 5,448.65

meter

1403

(ii) 300 mm dia 6 mm thick M.S. housing pipe seamless

Tk. 7,500.00

meter

1404

(iii) 400 mm dia 6 mm thick M.S. housing pipe welded

Tk. 8,565.72

meter

1405

(iv) 400 mm dia 6 mm thick M.S. housing pipe seamless

Tk. 10,500.00

meter



SL

Items

Rate

55

Unit

1406

150 mm dia 6 mm thick M.S.housing pipe welded

Tk. 4,000.00

meter

1407

150 mm dia 6 mm thick M.S. housing pipe seamless

Tk. 3,500.00

meter

1408

350 mm dia 6 mm thick M.S. cap

Tk. 1,500.00

each

1409

40 mm dia "D" grade pipe

Tk.

35.12

foot

1410

50 mm dia C-Class water- grade pipe

Tk.

85.69

foot

1411

3 m long 40 mm dia PVC strainer

Tk.

314.39

each

1412

EPI / RFL (medium) brand no 6 Pump with necessary fittings etc.

Tk. 2,485.38

each

1413

50 mm x 40 mm socket (reducer)

Tk.

69.84

each

1414

40 mm dia pipe nipple

Tk.

109.28

each

1415

4'-0" long cylinder

Tk.

185.03

each

1416

Tie foot ball

Tk.

33.05

Pair

1417

Tie plunger

Tk.

66.02

each

1418

3/8" dia socket

Tk.

17.25

each

1419

3/8" dia nut

Tk.

15.69

each

1420

Solution big size

Tk.

304.76

each

1421

Tape

Tk.

24.85

each

III. Testing of water including arsenic, collected from the test bore in BUET Laboratory

1422

pH/Hydrogen Ion density

Tk.

400.00

per test

1423

Colour (filtered)

Tk.

500.00

per test

1424

Carbon dioxide (CO2)

Tk.

300.00

per test

1425

Chlorine (Cl)

Tk.

800.00

per test

1426

Fluorine (Fl)

Tk.

600.00

per test

1427

Iron (Fe)

Tk. 2,500.00

per test

1428

Manganese (Mn)

Tk. 1,700.00

per test

1429

Nitrate-Nitrogen (NO3-N)

Tk.

700.00

per test

1430

Total Alkalinity

Tk.

500.00

per test

1431

Total hardness

Tk. 1,000.00

per test

1432

Total dissolved solids (TDS)

Tk. 1,000.00

per test



SL

Items

Rate

56

Unit

1433

Arsenic (As)

Tk. 1,700.00

per test

1434

Turbidity

Tk.

400.00

per test

1435

Sieve analysis for sand from different layer

Tk. 1,200.00

per test

C22

SUB-SOIL INVESTIGATION WORK I. Operational cost

1436

Truck fare within 20 km including loading & un-loading

Tk. 1,700.00

per trip

1437

Temporary camp at site for soil investigation work

Tk. 1,053.00

per site

1438

Field Engineer including site allowances: 1-3yrs Exp, Membersip with IEB

Tk. 1,800.00

per day

1439

Foundation Engineer: 5-10yrs exp , Membership with IEB

Tk. 2,500.00

per day

1440

Foreman including site allowances

Tk.

800.00

per day

1441

Rig operators including site allowances

Tk.

600.00

per day

1442

Helper to rig operator/c site allowances

Tk.

390.00

per day

1443

Unskilled labour including site allowances

Tk.

320.00

per day

1444 Asstt laboratory technician

Tk.

800.00

per day

1445

Laboratory technician

Tk. 1,400.00

per day

1446

Laboratory engineer

Tk. 1,800.00

per day

1447

Conveyance within 25 km

Tk.

80.00

per day

1448

Wooden plank (mango)

Tk.

650.00

per cft

1449

Rope

Tk.

60.00

per kg

1450

Small boat

Tk.

700.00

per day

1451

Drum (defects free)

Tk. 1,000.00

each

1452

Hire charge of boring rig

Tk. 3,000.00

per day

II Laboratory Charge for Sub-Soil Investigation Work

1453

Sp. gr. test

Tk.

200.00

per test

1454

Hydrometer, sieve analysis & sp. gr.,& Classification according to ASTM

Tk. 1,200.00

per test

1455

Linear shrinkage

Tk.

700.00

per test

1456

Shrinkage limit

Tk.

500.00

per test

1457

Liquid limit

Tk.

300.00

per test



SL

Items

Rate

57

Unit

1458

Plastic limit

Tk.

300.00

per test

1459

Unit weight (wet & dry)

Tk.

250.00

per test

1460

Void ratio

Tk. 1,000.00

per test

1461

Moisture content

Tk.

200.00

per test

1462

Organic matter content

Tk. 1,200.00

per test

1463

Consolidated quick test (direct shear test)

Tk. 1,200.00

per test

1464

Unconfined compression

Tk. 1,500.00

per test

1465

Ground water level location

Tk.

500.00

per site

1466

Visual Inspection & Classification of soil for engineering purposes

Tk.

150.00

per test

C23

FITTINGS I. Fittings for Wooden Door-windows/Hard wares/Glass/CI sheet

1467

250 mm long iron tower bolt

Tk.

50.00

each

1468

250 mm long brass tower bolt

Tk.

400.00

each

1469

200 mm long brass tower bolt

Tk.

300.00

each

1470

250 mm long SS tower bolt

Tk.

150.00

each

1471

200 mm socket bolt

Tk.

50.00

each

1472

200 mm long brass socket bolt

Tk.

300.00

each

1473

200 mm long SS socket bolt

Tk.

200.00

each

1474

Hatch bolt

Tk.

300.00

each

1475

100 mm long hinges nickel plated

Tk.

65.00

each

1476

100 mm longs brass hinge

Tk.

150.00

each

1477

75 mm longs brass hinge

Tk.

110.00

each

1478

100 mm longs SS hinge

Tk.

100.00

each

1479

75 mm longs SS hinge

Tk.

60.00

each

1480

Nickel plated handle

Tk.

75.00

each

1481

Brass handle

Tk.

100.00

each

1482

SS handle

Tk.

60.00

each

1483

Iron screws

Tk.

17.00

per dzn



SL

Items

Rate

58

Unit

1484

Hinged cleats.

Tk.

20.00

each

1485

SS Hinged cleats.

Tk.

50.00

each

1486

Screws for Hinged cleats.

Tk.

12.00

each

1487

Hinged cleats and buffer block

Tk.

62.00

set

1488

plastic / rubber buffer block

Tk.

7.00

each

1489

Country made door viewer

Tk.

150.00

each

1490

Foreign made door viewer

Tk.

245.00

each

1491

Knob catchment

Tk.

40.00

each

1492

Best quality round lock/ rim lock

Tk.

550.00

each

1493

Best quality security lock

Tk.

800.00

each

1494

62 mm dia iron rings

Tk.

15.00

each

1495

250 mm long & 12 mm dia tower bolt

Tk.

50.00

each

1496

150 mm Socket bolt

Tk.

45.00

each

1497

75 mm long Iron hinges

Tk.

10.00

each

1498

225 mm long catch hook

Tk.

20.00

each

1499

150 mm long brass tower & socket bolt

Tk.

250.00

each

1500

75 mm long brass hinges

Tk.

110.00

each

1501

150 mm long catch hooks

Tk.

15.00

each

1502

Heavy type nickel plated handle

Tk.

75.00

each

1503

Brass screw/38 mm screw

Tk.

20.00

per doz.

1504

5 mm thick clear glass

Tk.

66.00

per sft

1505

5 mm thick reflected glass

Tk.

95.00

per sft

1506


Tk.

85.00

per sft

1507


Tk.

140.00

per sft

1508

5 mm thick ambush / frosted glass

Tk.

65.00

per sft

1509

5 mm thick tinted glass

Tk.

82.00

per sft

1510

6 mm thick reflected glass

Tk.

106.00

per sft

1511


Tk.

40.00

per sft



SL

Items

Rate

59

Unit

1512

1.5 mm thick corrugated fiber glass

Tk.

80.00

per sft

1513

1.5 mm thick fiber glass sheet ridging

Tk.

142.00

per foot

Glass Door

1514

10 mm thick tempered glass

Tk.

388.00

per sft

1515

10 mm thick non- tempered glass

Tk.

164.00

per sft

1516 Auto closer set

Tk. 6,131.00

per set

1517

Top and bottom clamping device

Tk. 1,177.00

per set

1518

Locking device

Tk. 2,736.00

per set

1519

Top hinge

Tk. 1,203.00

per set

1520

Handle

Tk. 2,646.00

per set

I. Hardware for steel door-window

1521

Stopper handle

Tk.

20.00

each

1522

300 mm long iron cleats

Tk.

30.00

each

1523

50 mm long pin hinges

Tk.

25.00

each

1524

100 mm long iron hinges

Tk.

54.00

each

1525

Hand lock

Tk.

50.00

each

1526

150 mm long clamp

Tk.

35.00

each

C24

MISCELLENEOUS ITEMS

1527

Nails and wires

Tk.

65.00

per kg

1528

G.I. wire

Tk.

120.00

per kg

1529

Chalk powder

Tk.

40.00

per kg

1530

38 mm x 38 mm x 6 mm brass

Tk.

315.00

per foot

1531

Polythene sheet

Tk.

250.00

per % sft

1532

EPS sheet (62mm thick) density 15 kg per cum

Tk.

90.00

per cft

1533

Perforated aluminium board

Tk.

110.00

per sft

1534

Lubricants

Tk.

220.00

per litre

1535

Glass fiber mesh (10mmX10mm grid and weight 110gm/sqm)

Tk.

7.00

per sft



Rate

60

SL

Items

Unit

1536

Water proof, damp proof, dry & breathable cement STN-EN - 1015-11 , compressive strength 34 MPa), Max depth of water penetration into hardened plaster is < 1 mm (25 kg bag)(Only for plaster work)

Tk. 1,500.00

per bag

1537

Fire rated door complying standard specification

Tk. 3,435.00

per sft

1538

Installation charge of fire rated door

Tk.

215.00

per sft

1539

Nut-bolts, J-hooks etc.

Tk.

160.00

per kg

1540

Empty gunny bags/ Polymer bag to fill sand for load test

Tk.

10.00

each

1541

Salballah for driving

Tk.

70.00

per foot

1542

Counter-sunk rivets for shoe-plate

Tk.

50.00

each

1543

20 mesh 24 BWG wire mesh

Tk.

25.00

per sft

1544

18 BWG galvanized wire mesh (2 mesh per 25mm)

Tk.

20.00

per sft

1545

225 mm dia RCC pipe

Tk.

262.50

per foot

1546

300 mm dia RCC pipe

Tk.

457.17

per foot

1547

12 BWG barbed wire

Tk.120,000.00

1548

Rivet, washer, wire nails etc.

Tk.

90.00

per kg

1549

38 mm dia M.S. wheel for collapsible gate

Tk.

28.00

each

1550

75 mm - 150 mm M.S. clamp

Tk.

30.00

each

1551

Electrodes including electricity

Tk.

10.00

each

1552

Grease/lubricant etc.

Tk.

56.00

per Ib

1553

38 mm dia iron ring

Tk.

20.00

each

1554

38 mm dia heavy type gate wheel

Tk.

160.00

each

1555

Clamp with huskel dumney

Tk.

144.00

each

1556

Heavy duty gate locking arrangement

Tk.

275.00

each

1557

125 mm M.S. hinges

Tk.

68.00

each

1558

High performance elastomeric cementitious waterproof coating

Tk.

280.00

per kg

1559

15.62 mm socket bolt

Tk.

60.00

each

1560

China made spring for rolling shutter

Tk.

50.00

per foot

1561

Spring box for rolling shutter

Tk.

70.00

each

1562

12 mm dia nut-bolt

Tk.

12.00

each

per M. ton



SL

Items

Rate

61

Unit

1563

Coal-tar

Tk.

70.00

per kg

1564

150 mm long brass tower & socket bolt

Tk.

250.00

each

1565

75 mm long brass hinges

Tk.

110.00

each

1566

150 mm long catch hooks

Tk.

15.00

each

1567

Screws

Tk.

10.00

per doz.

1568

24 BWG wire-net

Tk.

20.00

per sft

1569

Gum

Tk.

200.00

per kg

1570

Blue

Tk.

200.00

per kg

1571

Pigment for colour washing

Tk.

200.00

per kg

1572

300 mm long brass hasp bolt

Tk.

375.00

each

1573

Hydraulic door closer

Tk. 1,250.00

each

1574

Mortice door lock

Tk.

600.00

each

1575

Rim (round) door lock

Tk.

550.00

each

1576

Magnetic door-shock absorber

Tk.

100.00

each

1577

Used and empty Bitumen drum

Tk.

200.00

each

1578

Fire-wood

Tk.

200.00

per mound

1579

Bleaching powder

Tk.

100.00

per kg

1580

Fly proof wire-net

Tk.

100.00

per sqm

1581

25 mm expanded metal net

Tk.

100.00

per sqm

1582

Bamboo darma

Tk.

43.00

per sqm

1583

Single layer double bamboo tarja

Tk.

130.00

per sqm

1584

Premix cement plaster

Tk.

45.00

per kg

1585

Skim coat

Tk. 2,000.00

per kg

1586

Cementetious pinhole filler

Tk.

100.00

per kg

1587

Bentonite

Tk.

20.00

per kg

1588

16 gauge thick 50 mm x 50 mm ss hollow box

Tk.

278.00

per ft

1589


Tk.

240.00

per ft

1590


Tk.

175.00

per ft



SL

Items

Rate

62

Unit

1591

2 ply petroleum asphalt (Chinese)

Tk.

9.00

per sft

1592

Coal

Tk.

7.00

per kg

1593

2.44 m x 1.22 m size hard board

Tk.

600.00

per piece

1594

PVC water stopper

Tk.

160.00

per foot

1595

Sign board including material, painting,lettering etc all complete

Tk.

225.00

sft

1596 Autocad operator

Tk.

800.00

per day

1597

Tk.

18.00

sft

printing of drawing

1598 As built work survey & report

Tk. 1,800.00

per day

1599

Providing expertised Architect 5years exp with registration in respective professional body

Tk. 70,000.00

per month

1600

Providing expertised engineer 10 years exp with registration in respective professional body

Tk.120,000.00

per month

1601

Providing pick up (double Cabined)

Tk. 70,000.00

per month

1602

photographer

Tk. 1,100.00

per day

1603

photo print , post card sisez

Tk.

1604

Engineer, Expertise in microsoft MS Project /Primavera and experience by min 5yrs

Tk.120,000.00

permonth

1605

Engineer, min graduate in relevant field

Tk. 1,800.00

per day

1606

Diploma Engineer, min 5yrs Exp

Tk. 1,800.00

per day

1607

Diploma Engineer, min 1yrs Exp

Tk. 1,000.00

per day

1608

Royality of Earth

Tk. 1,715.00

per thousand cft

1609

Royality of Dredge material in the water body

Tk.

per thousand cft

1610

Calibration of pressure gauge

Tk. 5,400.00

per set

1611

Calibration of hydrauic jack & pressure gauge combined

Tk. 33,100.00

per set

Tk.

25.00

per foot

1612 Arc welding at workshop / factory

7.00

800.00

each

1613

Cutting by oxy-ace of 12 mm M.S plate, top & bott plate

Tk.

36.00

per foot

1614

12 mm MS Plate Grinding to V bevel top & bott

Tk.

50.00

per foot

1615

25 mm dia Hole in 12 mm M.S plate

Tk.

50.00

per nos



SL

Items

1616

Cutting by shearing granding and hole for steel jacket, 6 mm plate on 2U x ( top & bott) - C or U form

Tk.

13.00

per foot

1617

6 mm MS Plate Grinding to V bevel on faces of U legs for top & bott

Tk.

70.00

per foot

1618

Charge to bend 6 mm MS Plates

Tk.

30.00

per foot

1619

50 mm dia Hole in 6 mm M.S plate

Tk.

100.00

p/nos

1620

38 mm G.I / MS pipe for dowel bar

Tk.

180.00

per foot

1621

Fabrication: bending of 20mm bar in U

Tk. 5,600.00

per Mton

1622

Data logging engineer at hydraulic pile driver

Tk. 1,800.00

per day

1623

Chief Mechanic, at hydraulic pile driver

Tk. 1,400.00

per day

1624

Helper to mechanic, at hydraulic pile driver

Tk.

390.00

per day

1625

Foreman, at hydraulic pile driver

Tk.

800.00

per day

1626

Crane Operator, at hydraulic pile driver

Tk.

800.00

per day

Tk.

600.00

per day

1627 Asst. Crane Operator, at hydraulic pile driver

Rate

63

Unit

1628

Machine Operator, at hydraulic pile driver

Tk.

600.00

per day

1629

Asst machine operator, at hydraulic pile driver

Tk.

600.00

per day

1630

Helper to crane operator, at hydraulic pile driver

Tk.

390.00

per day

1631

Helper to machine operator, at hydraulic pile driver

Tk.

390.00

per day

1632

Generator Operator, at hydraulic pile driver

Tk.

600.00

per day

1633

Surveyer to pile layout , at hydraulic pile driver

Tk. 1,200.00

per day

1634

Helper to surveyer, at hydraulic pile driver

Tk.

800.00

per day

1635

Skilled Labor, at hydraulic pile driver

Tk.

390.00

per day

1636

ordinary labor, at hydraulic pile driver

Tk.

320.00

per day

1637

Compilation of driving report, pile capacity log & submission to PE on signing it on hydraulic pile driver

Tk. 10,000.00

per day

1638

PIT : mobilization,demobilization, accomodation +12pile PIT

Tk. 20,000.00

per 100km within Dhaka

1639

Pile Integrity Test (PIT)

Tk. 1,000.00

per pile after 1st 12 pile

1640

PIT expert engineer graduated in civil engg. And in geotech. engg. by profession , 10 yrs experience

Tk.160,000.00

per month



SL

1641

Items

Asst to PIT expert engineer: civil engr / geotech engineer by profession, 5yrs experience

Rate

64

Unit

Tk.100,000.00

per month

GLASS: Float / Anealed 1642

Float / annealed glass thickness :2.5mm

Tk.

35.00

sft

1643


Tk.

35.00

sft

1644


Tk.

42.00

sft

1645


Tk.

48.00

sft

1646


Tk.

65.00

sft

1647


Tk.

85.00

sft

1648


Tk.

125.00

sft

1649


Tk.

140.00

sft

1650


Tk.

180.00

sft

GLASS: Tempered Glass 1651

Tempered glass thickness 5.0mm

Tk.

160.00

sft

1652


Tk.

190.00

sft

1653


Tk.

250.00

sft

1654


Tk.

280.00

sft

1655


Tk.

390.00

sft

1656


Tk. 1,000.00

sft

1657


Tk. 1,300.00

sft

1658

12 mm two in one bib cock

Tk. 1,800.00

each

1659

Fibre mesh

Tk. 1,210.00

per kg

1660

3 mm thick frosted glass

Tk.

45.00

sft

1661

Synthetic fly proof net.

Tk.

140.00

sqm

1662

100 mm x 38 mm x 6 mm size clamp

Tk.

14.00

each

1663

Stone lime

Tk.

16.00

kg

1664

Surki

Tk. 1,250.00

1665

25 mm mesh expanded metal for using under patent stone

Tk.

15.00

sft

1666

25 mm iron screw

Tk.

8.00

dz

cum



SL

Items

Rate

65

Unit

1667

50 mm iron screw

Tk.

15.00

dz

1668

25 mm brass screw

Tk.

14.00

dz

1669

38 mm iron hinge

Tk.

4.00

each

1670

38 mm brass hinge

Tk.

6.00

each

1671

75 mm long cath hook

Tk.

4.00

each

1672


Tk.

6.00

each

1673


Tk.

8.00

each

1674


Tk.

10.00

each

1675


Tk.

15.00

each

1676

50 mm dia 100 mm long socket bolt

Tk.

8.00

each

1677

50 mm dia 100 mm long socket bolt (SS)

Tk.

35.00

each

1678


Tk.

11.00

each

1679

50 mm dia 150 mm long socket bolt(SS)

Tk.

55.00

each

1680


Tk.

20.00

each

1681

50mm dia 200 mm long socket bolt(SS)

Tk.

70.00

each

1682

50 mm dia 150 mm long brass socket bolt

Tk.

110.00

each

1683


Tk.

140.00

each

1684


Tk.

180.00

each

1685

75 mm long hinge

Tk.

25.00

each

1686

100 mm long hinge

Tk.

50.00

each

1687

75 mm long brass hinge

Tk.

110.00

each

1688

100 mm long brass hinge

Tk.

150.00

each

1689

50 mm dia iron ring

Tk.

15.00

each

1690

50 mm dia brass ring

Tk.

40.00

each

1691

Colouring materials

Tk.

180.00

kg

1692

Laqure spray polishing

Tk.

500.00

litre

1693

Materials for french polishing: 3 coats on new surface

Tk.

800.00

% sft

1694

Earthoil

Tk.

50.00

kg



SL

Items

Rate

66

Unit

1695

40 mm dia G.I. Socket

Tk.

105.00

each

1696

3 gal capacity C. I. Cistern (Not available in market)

Tk. 1,260.00

each

1697

300 long clamp: Iron

Tk.

22.00

each

1698

150 long clamp: Iron

Tk.

12.00

each

1699 Aluminium paint

Tk. 1,364.00

gallon (U.K.)

1700

Plastic low-down cistern

Tk.

800.00

each

1701

Siphon set for plastic low-down

Tk.

360.00

set

1702

Jarul

Tk. 1,800.00

per cft

1703

Loha/Pyiankado

Tk. 2,600.00

per cft

1704

8 BWG welding electrodes

Tk.

6.00

per piece

1705

25mm dia G.I. Pipe for structural work

Tk.

75.00

foot

1706

China made spring for rolling shutter

Tk.

15.00

foot

1707

Spring box for rolling shutter

Tk.

120.00

each

1708

Scaffolding including safety provision

Tk.

11.00

per sft

1709

Tar boiler

Tk. 1,000.00

per day

1710

Vibrating roller Pedestrain (0.5 - 1 ton)

Tk. 3,000.00

per day

1711

Cart fare within 5 km

Tk.

500.00

per trip

1712

2 mm geo-textile

Tk.

8.00

per sft

C25

CARRIAGE OF MATERIALS

1713

Carriage of materials except bricks and bats by motor trucks bullock carts or any other means, including loading, unloading at both ends and stacking properly at site as per direction of the Engineer.

(a)

Up to 1.5 kilometer

Tk.

190.00

per M. ton

(b)

Up to 3.0 kilometer

Tk.

260.00

per M. ton

(c)

Up to 5.0 kilometer

Tk.

340.00

per M. ton

(d)

For each additional km beyond 5.0 kilometer and up to 30.0 kilometer

Tk.

18.00

per M. ton

(e)


Tk.

13.00

per M. ton

(f)

Beyond 80.0 kilometer

Tk.

9.00

per M. ton

Weighing at both ends for items of steel materials only

Tk.

105.00

per M. ton

1714



SL

Items

1715

Carriage of bricks or bats by motor truck, bullock carts or any other means including loading, unloading at both ends and stacking properly at site as per direction of the Engineer.

Rate

67

Unit

(a)

Up to 1.5 kilometer

Tk.

300.00

per % 0 nos

(b)

Up to 3.0 kilometer

Tk.

400.00

per % 0 nos

(c)

Up to 5.0 kilometer

Tk.

525.00

per % 0 nos

(d)


Tk.

28.00

per % 0 nos

(e)


Tk.

18.00

per % 0 nos

(f)

Beyond 80.0 kilometer

Tk.

6.00

per % 0 nos

SCHEDULE OF RATES FOR CIVIL WORKS


GENERAL AND SITE FACILITIES

68

SCHEDULE OF RATES FOR CIVIL WORKS FIFTEENTH EDITION: 2018

DIVISION 01: GENERAL AND SITE FACILITIES Item No.

01.1

Description of Item

Unit

Unit Rate

Erection and maintenance of site office and removal of the same after completion of work in accordance with the conditions of contract. In addition to the office required for his own use, the contractor shall provide and maintain furnished field office for the use of the Engineer-in-charge and his staff. The field office is to have a concrete floor, adequate foundation, brick walls, false ceiling of hard board with seasoned Garjan wood frame and painted, and all windows are to be glazed and provided with steel grill. Outside and inside wall surface are to be painted on plaster acceptable to the Engineer-in-charge. The field office shall be maintained in a secure and watertight condition by the contractor until the completion of the contract and shall be provided with electricity, running water and sewerage. All doors shall be fitted with approved locks and windows shall be provided with screen/blinds. Before construction the contractor shall submit plans and drawings showing proposed details and location for the field office, including foundations, access roads, shades, layout of electrical and water supply and hard standings thereto for the approval of the Engineer-in-charge. The Engineer-in-charge may require revision of the plans prior to giving approval for construction. The contractor shall also submit details proposed furniture, fittings and other items of equipment and plant to the Engineer-in-charge for approval. These items shall be of the standard quality suitable for site. The office, complete with furnishings, fittings, access roads and hard standings shall be ready for occupation by the Engineer-in-charge within 28 days of the date when the contractor first occupies the site. The contractor will provide day and night guards and a tea boy for the field office. At the end of the project all materials, equipment and plant, furniture, fittings recovered from dismantling the office and removing access road will be the property of the contractor. No interim payment shall be certified unless engineer‟s office with required facilities are constructed and accepted by the Engineer-in-charge.

(This is a time related item; proportionate payment for this item shall be made distributing in each bill on the basis of percentage progress of the whole works under contract) 01.1.1

Engineer‟s site office of minimum 15 sqm plinth area with providing furniture, first aid-box, safety helmet, level / theodolite, consumables, stationeries etc.

LS

Tk. 144,894.00

01.1.2

Engineer‟s site office of minimum 38 sqm plinth area with providing security fencing, 5 KVA stand-bye generator, furniture, first aid-box, safety helmet, level / theodolite, consumables, stationeries etc.

LS

Tk. 440,718.00

01.1.3

Engineer‟s site office of minimum 38 sqm plinth area with providing security fencing, 5 KVA stand-bye generator, IBM compatible PC with monitor, uninterruptible power supply (UPS), laserjet printer (minimum 25 ppm), furniture, first aid-box, safety helmet, level/theodolite/EDM, consumables, stationeries etc.

LS

Tk. 561,463.00

01.1.4

Engineer‟s site office of minimum 38 sqm plinth area with providing security fencing, 5 KVA stand-bye generator, IBM compatible PC with monitor, uninterruptible power supply (UPS), laserjet printer (minimum 25 ppm), photocopier, 6 cft. Freeze, furniture, first aidbox, safety helmet, level/theodolite/EDM, consumables, stationeries etc.

LS

Tk. 602,999.00

01.1.5

Engineer‟s site office of minimum 10 sqm plinth area with providing furniture, first aid-box, safety helmet, consumables, stationeries etc for low value simple work of short duration (not more than six months).

LS

Tk. 27,168.00



Item No.

69

Description of Item

Unit

Unit Rate

01.1.6

Providing and maintenance one project profile signboards of the size not exceeding 1 m x 2 m, to be placed at a suitable place of the site including submission of proposals for the materials of the signboards and text layout to the Engineer-in-charge for approval which will be positioned as directed by the Engineer-in-charge and removing the same on completion of the works or as instructed by the Engineer-in-charge.

sqm

Tk.

2,670.00

01.2.1

Providing 3 sets as-built drawings subject to Engineer‟s approval produced in AutoCAD software in 584.5 mm x 413.5 mm (A-2 size) standard drawing paper, and operating and maintenance manual of the equipment and plant incorporated in the works, if any, in original by the date stated in the particular conditions of contract (PCC). If the contractor does not supply the as-built drawings and operating and maintenance manuals by the date stated in the particular conditions of contract (PCC), or they do not receive the Engineerin-charge‟s approval, the Engineer -in-charge shall withhold the amount stated in the PCC from the payments due to the contractor.

per tender

Tk.

24,423.00

The as-built drawings must show the permanent works as actually constructed and reflect the revision of Tender drawings and drawings supplied to the contractor during the Contract as well as revisions of drawings supplied to the contractor during the contract. (One set of as-built drawings shall be considered for measurement and payment) 01.2.2

Providing additional copy of as-built drawing produced in AutoCAD software in 584.5 mm x 413.5 mm (A-2) standard drawing paper accepted by the Engineer-in-charge.

sqm of drawing sheet

Tk.

293.00

01.2.3

Providing minimum ten (10) copies coloured post-card size progress photograph of „works under contract‟ taken by professional photographer which record the progress of the Works.

per month

Tk.

1,413.00

01.2.4

Preparation & submission of implementation schedule to the Engineer-in-charge for approval prior ground breaking showing the events (works) and successive sub-events of works including all the management & control parameters like Earliest Start Time (EST), Earliest Finish Time (EFT), float events on critical path, resource allocation etc. with description of general method of works, in orderly manner all in the form network diagram prepared in computer software like MS project/ Primavera and presenting in displayable hard and soft copy minimum 3 (three) sets. (This is a time related item. Proportionate payment for this item shall be made distributing in each bill on the basis of percentage progress of the whole works under contract)

per tender

Tk.

35,158.00

01.2.5

Updating the Implementation Schedule and submission to the Engineer-in-charge at intervals no longer than 28 days showing actual physical and financial progress achieved, on each activity and the effect of the progress on the timing of the remaining work, including any changes to the sequence of the activities. However, Engineer‟s approval of the programme shall not alter the contractor‟s obligations. The contractor may revise the programme and submit it to the Engineer-in-charge again at any time. A revised programme shall show the variations and events related to change of contract price. Month wise documentation shall be the basis of payments on this item.

per month

Tk.

14,752.00

01.2.6

Providing all necessary logistic support to frame ‘monthly progress meeting’ between contractor/contractor‟s representatives and employer / employer‟s representatives at the Engineer-in-charge's office at site. Month wise documentation shall be the basis of payments on this item.

per month

Tk.

2,475.00



Item No.

70

Description of Item

Unit

Unit Rate

01.3

Providing layout and carry over PWD bench-mark (BM) at site from nearby BM pillar, property lines, existing ground level (EGL), formation ground level (FGL), highest flood levels (HFL), plinth levels (PL), mean sea level (MSL), setting and marking all pillars, marker, pegs etc. showing and maintaining reduced levels (RL‟s) including locating, establishing, protecting all public utilities within the premise of work and finally all to be presented in black and white.

sqm

Tk.

24.00

01.4

Mobilization and cleaning site before commencing actual physical work and during contract period and demobilization after completion of the works under contract to be accepted by the Engineer-in-charge. This work shall also covers clayey cleaning and clearing, cutting or filling, dressing the project area on and in the ground to an extent that all the events of works of the project can be executed smoothly in a working environment with a particular attention on safety and security in all respects, and to stockpile the end outcome to a place for disposal agreed by the Engineer-in-charge, where, payments are to be based on ground area determined by the Engineer-in-charge and be proportionate to the percentage progress of work under contract as a whole in all respects and approved by the Engineer-in-charge.

sqm

Tk.

169.00

01.5

Providing expertised architect having relevant experience (s) more than 5 years for detail documentation of architectural themes, drawings, workingout shop drawings, communication with theme architect & getting approval, specifying architectural needs according to approved master architectural themes & plan, certifying as built drawing for the approval etc. and any relevant jobs assigned by the HOPE or his official at site (max man month not greater than 1/4th of project duration & payment for the item subject to submission of CV & approved by HOPE or his authorized officer.

per month

Tk. 70,000.00

01.6

Providing expertised engineer having relevant experience (s) more than 10 years, for the project documentation, progress study & adjustment, preparation of project material schedule and testing schdule for approval etc. & jobs assigned by the HOPE or his official, at site (max man month not greater than 1/4th of Project duration & payment for the item subject to submission of CV & approved by HOPE or his authorized officer.

per month

Tk. 120,000.00

01.7

Pick-up (double cab) for transport of test samples, work samples & emergency services etc. including cost of fuel etc. (Total usage not more than 1/6th of project duration.)

per month

Tk. 70,000.00

01.8

Supplying, fitting, fixing, operating and maintenance of the costruction supervision lift (1000Kg capacity) for supervision of building construction work during the entire construction period including all necessary components like, steel frame, car, guide rails. push button, driving motor, gear box, car door, travelling cable, RCC base for steel frame, necessary connections with the building, electric supply & electricity bill and dismantling the same after completion of the building construction etc. all complete complying all safety factors and accepted by the Engineer-in-charge. (The construction supervision lift shall be the contractor property after completion of work). Number of month shall be calculated as 1/2 (half) of the project period for new construction and full project period for vertical extension work. The contractor must submit detail structural drawing of supporting frame with foundation and lift specification prior to supply on site.

01.8.1

6th to 10th floor, hoisting speed 40 m/min

per month

Tk.

28,287.00

01.8.2


per month

Tk.

37,661.00

01.8.3


per month

Tk.

44,911.00



Item No.

Description of Item

Unit

71

Unit Rate

01.8.4


per month

Tk.

49,426.00

01.8.5


per month

Tk.

55,589.00

………………….. END OF DIVISION ONE …………………..

EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING

72


DIVISION 02: EXCAVATION, FILLING & SITE DEVELOPMENT AND PALISADING Item No.

Description of Item

Unit

Unit Rate

02.1

Earth work in excavation in all kinds of soil for foundation trenches including layout, providing center lines, local bench-mark pillars, levelling, ramming and preparing the base, fixing bamboo spikes and marking layout with chalk powder, providing necessary tools and plants, protecting and maintaining the trench dry etc., stacking, cleaning the excavated earth at a safe distance out of the area enclosed by the layout etc. all complete and accepted by the Engineer-in-charge, subject to submit method statement of carrying out excavation work to the Engineer-in-charge for approval. However, engineer‟s approval shall not relieve the contractor of his responsibilities and obligations under the contract.

02.1.1

Layout and marking for earthwork in excavation in foundation accepted by the Engineer-in-charge. [Plinth area of the structure shall be considered for measurement]

sqm

Tk.

15.00

02.1.2

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in soft clayey soil / loose sand / silt

cum

Tk.

88.00

02.1.3

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in medium stiff clayey soil.

cum

Tk.

126.00

02.1.4

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in very stiff (hard) clayey soil/ rubbish etc.

cum

Tk.

189.00

02.1.5

Earthwork in excavation in foundation trenches up to 1.5 m depth and maximum 10 m lead: in very soft / saturated / organic clayey soil / soil of semi-liquid state.

cum

Tk.

217.00

02.1.6

Extra rate for each additional 0.5 meter depth exceeding 1.5 meter.

cum

Tk.

20.00

02.1.7

Extra rate for each 1 m additional lead beyond 10 m.

cum

Tk.

3.00

02.2

Bailing out of trapped water caused by inundation or rain, by pump from foundation trenches.

hour

Tk.

424.00

02.3

Supplying of straight and strong borrak bamboo posts of having minimum 75 mm diameter althrough and driving the same vertically in the ground up to required depth by any means shaping the top of the post, all complete and accepted by the Engineer-incharge.

meter

Tk.

80.00

02.4

Supplying of wooden ballah having an average diameter not less than 150 mm (without barks) at one third distance from larger end with a minimum end diameter of 100 mm for retaining purpose and driving to a depth as per design and drawing by any method including all arrangement for staging, hoisting, carrying etc. complete and accepted by the Engineer-in-charge.

meter

Tk.

592.00

02.5

Palisading work by supplying of bitumen drum sheet walling tied with 20 BWG G.I. wire fixing the same with already driven borrak bamboo posts with half split borrak bamboo runners @ 450mm c/c horizontally with iron nails, G.I wire etc. all complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of bamboo post).

sqm

Tk.

520.00

02.6

Supplying and fitting-fixing horizontal bracing in palisading with half split wooden ballah having an average diameter not less than 150 mm with a minimum end diameter of 100 mm @ 450 mm including supply of iron nails, gazals etc. complete approved and accepted by the Engineer-in-charge.

meter

Tk.

180.00


Item No.


73

Description of Item

Unit

Unit Rate

02.7.1

Shore protection work during excavation in foundation trenches up to 1.5 m depth to protect loss due to damage of property by palisading accepted by the Engineer-in-charge. [The rate is including the cost of vertical post]

sqm

Tk.

609.00

02.7.2

Shore protection work during excavation in foundation trenches beyond 1.5 m depth to protect loss due to damage of property by palisading accepted by the Engineer-in-charge, [The rate is including the cost of vertical post]

sqm

Tk.

877.00

02.8

Supply of 2 mm thick best quality geo-textile from approved manufacturer/origin and laying as per manufacturer‟s instructions approved and accepted by the Engineer -incharge. Before commencement of laying of geo-textile, the contractor must submit the method statement for carrying out this work including sample with evidence of origin and compliance certificate from independent testing laboratory for approval.

sqm

Tk.

143.00

02.9

Removing sludge or semi-liquid clay/substances etc not suitable for pumping out or carrying by head load from the bottom of any marshy land, lake, ditch, pond by mixing fine local sand of F.M. 0.8 or less to a proportion such that it can be carried to an intermediate point of disposal and cutting the same including stacking and spreading properly on a suitable place to dry in the sun for a certain days and dispose the dried sludge or clay to a safe distance etc. complete and accepted by Engineer-in-charge subject to submit method statement to the engineer in charge for carrying out the works including ultimate disposal of the sludge under this item for approval. However, engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under the contract.

cum

Tk.

879.00

02.10.1

Sand filling in foundation trenches and plinth with sand having F.M. 0.5 to 0.8 in 150 mm layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge.

cum

Tk.

635.00

02.10.2

Sand filling in foundation trenches and plinth with sand having minimum F.M. 1.2 in 150 mm in layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge.

cum

Tk.

913.00

02.10.3

Sand filling in foundation trenches and plinth with sand having minimum F.M. 2.2 in 150 mm layers including leveling, watering and compaction to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) by ramming each layer up to finished level as per design supplied by the design office only, all complete and accepted by the Engineer-in-charge.

cum

Tk.

2,631.00

02.11

50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing the same with best quality local sand (F.M. 1.2) in 2:1 (khoa: sand) proportion to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) including breaking and screening chips, laying and spreading in 150 mm layers uniformly and compacting etc. all complete and accepted by the Engineer-in-charge.

cum

Tk.

4,239.00

02.12

50 mm down graded picked jhama khoa consolidation in foundation trenches by mixing in mixer machine with best quality local sand (F.M. 1.2) and cement in 1:6:12 (cement: sand: khoa) proportion to achieve minimum dry density of 95% with optimum moisture content (Modified proctor test) including breaking and screening chips, laying and spreading in 150 mm layers uniformly and compacting etc. all complete and accepted by Engineer-in-charge.

cum

Tk.

4,931.00


Item No.


74

Description of Item

Unit

Unit Rate

02.13

Earth filling in foundation trenches and plinth in 150 mm layer with earth available within 90 m of the building site to achive minimum dry density of 95% with optimum moisture content (Modified proctor test) including carrying, watering, leveling, dressing and compacting to a specified percentage each layer up to finished level etc. all complete and accepted by Engineer-in-charge.

cum

Tk.

149.00

02.14

Cleaning and disposing of excavated earth from the construction site by truck or by any other means to a place within 30 km radius of the city or town area including loading & unloading at both ends, leveling and dressing the carried earth etc. complete and accepted by the Engineer-in-charge.

cum

Tk.

539.00

02.15

Earth filling in foundation trenches and plinth in 150 mm layers with carted earth carried by truck or by any other means including loading and unloading at both ends, leveling, watering and compacting to achive minimum dry density of 95% with optimum moisture content (modified proctor test) including local carriage each layer up to finished level including cost of water and test (carried from beyond 300 m) etc. all complete and accepted by the Engineer-in-charge

02.15.1

For Dhaka metropolitan area.

cum

Tk.

622.00

02.15.2

For Chittagong / Sylhet metropolitan area and Narayanganj district.

cum

Tk.

497.00

02.15.3

For Rajshahi / Barisal / Khulna metropolitan area.

cum

Tk.

432.00

02.15.4

For other than Dhaka, Chittagong, Sylhet, Rajshahi, Barisal, Khulna metropolitan area and Narayanganj district.

cum

Tk.

393.00

02.16

Site development/Improvement by carted earth or dredged sand, sandy silt (free from any organic, foreign, environmental hazardous substances) carried by head or by truck or by any other means including cost of cutting or by dredging of sand, sandy silt, all; including local carrying, placing the earth/sand, sandy silt in the designated area, maintaining slopes, breaking lumps, levelling and dressing in layers up to finished level etc. all complete as per direction and accepted by the engineer in charge.

02.16.1

For Dhaka metropolitan area.

02.16.1.1

By other method/means than dredgeing.

cum

Tk.

481.00

02.16.1.2

By dredging including necessary systems thereof.

cum

Tk.

299.00

02.16.2

For Chittagong / Sylhet metropolitan area and Narayanganj district.

02.16.2.1


cum

Tk.

377.00

02.16.2.2


cum

Tk.

247.00

02.16.3

For Rajshahi / Barisal / Khulna metropolitan area.

02.16.3.1


cum

Tk.

352.00

02.16.3.2


cum

Tk.

230.00

02.16.4

For other than Dhaka, Chittagong, Sylhet, Rajshahi, Barisal, Khulna metropolitan area and Narayanganj district.


Item No.

Description of Item

75


Unit

Unit Rate

02.16.4.1


cum

Tk.

302.00

02.16.4.2


cum

Tk.

195.00

02.17

Mechanical compaction of earth beyond plinth area, required for pre-approved specific engineering purpose in 150 mm layers including levelling, watering and consolidation each layer with chain dozer, grader, roller etc. to achieve minimum dry density of 95% with optimum moisture content (modified proctor test) up to finished level all complete and accepted by the engineer-in-charge subjected to submission of the method statement.

cum

Tk.

418.00

02.18

Earthwork in excavation of tank of any dimension in all kinds of soil including cutting up to required depth including bailing out water and throwing on the embankment, breaking clods, ramming and leveling, dressing in 225 mm layer with maintaining the side slopes and level of both tank and the embankment as per design and accepted by the Engineerin-charge.

02.18.1

For initial lead of 30 m and lift of 1.5 m

cum

Tk.

185.00

02.18.2

For each additional lift of 0.3 m beyond 1.5 m and up to 3 m

cum

Tk.

7.00

02.18.3

For each additional lift of 0.3 m beyond 3 m and up to 4.5 m

cum

Tk.

10.00

02.18.4

For each additional lift of 0.3 m beyond 4.5 m and up to 6 m

cum

Tk.

14.00

02.18.5

Extra each additional lead of 0.3 m or part thereof beyond initial lead 30 meter

cum

Tk.

27.00

02.19.1

Bailing out water by 1 cusec diesel operated pump including hire charge of pump, fuel, operator, spares and maintenance etc. all complete and accepted by by the Engineer-incharge.

per hour

Tk.

538.00

02.19.2

Bailing out water by 1 cusec electricity operated pump including hire charge of pump, fuel, operator, spares and maintenance etc. all complete and accepted by the Engineer-incharge.

per hour

Tk.

433.00

………………….. END OF DIVISION TWO …………………..


BRICK SOLING, CC, DPC ETC.

76

DIVISION 03: BRICK SOLING, CC, DPC ETC. Item No.

Description of Item

Unit

Unit Rate

03.1

One layer brick flat soling in foundation or in floor with first class/picked jhama bricks including preparation of bed and filling the interstices with local sand, leveling etc. complete and accepted by the Engineer-in-charge

sqm

Tk.

420.00

03.2

One layer Herringbone bond (HBB) brick soling in foundation or in floor with first class/picked jhama bricks including preparation of bed and filling the interstices with local sand, leveling including supply of water, other charges, costs of tools and plants etc. all complete and accepted by the Engineer-in-charge

sqm

Tk.

662.00

03.3

Brick on end edging including preparation of bed and filling the interstices with local sand, leveling, maintaining alignment and grid etc. all complete and accepted by the Engineer-in-charge

meter

Tk.

104.00

03.4

Mass concrete (1:3:6) in foundation or in floor with with cement, sand (F.M. 1.2) and picked jhama brick chips including breaking of chips, screening, mixing, laying, compacting to required level and curing for at least 7 days including the supply of water, electricity, costs of tools & plants and other charges etc. all complete and accepted by the Engineer-incharge.(Cement: CEM-II/A-M)

03.4.1

Mass concrete in foundation (1:3:6) with cement, brick chips and sand of F.M. 1.2

cum

Tk.

6,647.00

03.4.2

Mass concrete in floor (1:3:6) with cement, brick chips and sand of F.M. 1.2

cum

Tk.

6,579.00

03.5

Mass concrete (1:2:4) in foundation or in floor with with cement, sand (F.M. 1.2) and picked jhama brick chips including breaking of chips, screening, mixing, laying, compacting to required level and curing for at least 7 days including the supply of water, electricity, costs of tools & plants and other charges etc. all complete and accepted by Engineer-in-charge. (Cement: CEM-II/A-M)

03.5.1

Mass concrete in foundation (1:2:4) with brick chips and local sand of F.M. 1.2.

cum

Tk.

7,643.00

03.5.2

Mass concrete in floor (1:2:4) with brick chips and local sand of F.M. 1.2.

cum

Tk.

7,575.00

03.6

Damp proof course (DPC) (1:1.5:3) of cement concrete with cement, sand and picked jhama brick chips or stone chips including breaking of chips, screening, centering, shuttering, casting, curing and finishing with a coat of bitumen including the supply of water, electricity, costs of tools & plants and other charges etc. all complete and accepted by Engineer-in-charge. (Cement: CEM-II/A-M)

03.6.1

75 mm thick damp proof course (1:1.5:3) with cement, 50% Sylhet sand (F.M. 2.2) & 50% local sand (F.M. 1.2) and picked jhama brick chips.

sqm

Tk.

1,095.00

03.6.2

75 mm thick damp proof course (1:1.5:3) with cement, Sylhet sand (F.M. 2.2) and stone chips.

sqm

Tk.

1,330.00

03.6.3

150 mm thick damp proof course (1:1.5:3) with cement, Sylhet sand (F.M. 2.2), stone chips and water-proofing admixture/agent approved by Engineer-in-charge.

cum

Tk. 14,413.00

03.7

Supplying and laying of single layer polythene sheet weighing one kilogram per 6.5 square meter in floor or any where below cement concrete complete in all respect and accepted by Engineer-in-charge.

sqm

Tk.

03.8

Extra rate for mass concrete work in additional floor:

42.00


BRICK SOLING, CC, DPC ETC.

Item No.

Description of Item

Unit

77

Unit Rate

03.8.1

Add for each additional floor up to 5th floor

cum

Tk.

102.00

03.8.2

Add for each additional floor for 6th floor to 9th floor

cum

Tk.

136.00

03.8.3

Add for each additional floor for 10th floor & above

cum

Tk.

171.00

………………….. END OF DIVISION THREE …………………..

BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORKS


78

DIVISION 04: BRICK WORKS, PATENT STONE IN FLOOR AND FANCY SCREEN BLOCK WORKS Item No.

Description of Item

Unit

Unit Rate

04.1

Brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:6) in foundation and plinth, filling the joints/interstices fully with mortar, racking out the joints, cleaning and soaking the bricks at least for 24 hours before use and curing at least for 7 days etc. all complete including cost of water, electricity and other charges and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

cum

Tk.

6,040.00

04.2

Brick works of width one brick or one and a half brick length of first class bricks with cement sand (F.M. 1.2) mortar (1:6) in superstructure including raking out joints, filling the interstices with mortar, cleaning and soaking the bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete (measurement to given as 250 mm width for one brick length and 375 mm for one brick and a half brick length) and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

cum

Tk.

6,443.00

04.3

Brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:4) mortar (1:4) in exterior walls including filling the interstices with mortar, raking out joints, cleaning and socking the bricks at least for 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days etc. all complete including cost of water, electricity and other charges (measurement to given as 250 mm width for one brick length and 375 mm for one brick and a half brick length) accepted by the Engineer-in-charge. Engineer-in-cha rge. (Cement: CEM-II/A-M) In ground floor

cum

Tk.

6,769.00

04.4

Exposed brick works (for exterior wall without outside plaster) with special quality sorted out first class bricks, very carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth of joints, true to vertical and horizontal lines including raking out joints, scaffolding, soaking the bricks at least for 24 hours before use, washing and screening of sand, curing at least for 7 days and high class flush pointing with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and other charges etc all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

cum

Tk.

7,894.00

04.5

Exposed brick works (for exterior wall without outside plaster) with automatic machine made first class bricks, very carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth of joints, true to vertical and horizontal lines including raking out joints, scaffolding, soaking the bricks at least for 24 hours before use, washing and screening of sand, curing at least for 7 days and high class flush pointing with cement sand (F.M. 1.2) mortar (1:1) including cost of water, electricity and other charges etc all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

cum

Tk.

7,218.00

04.6

Brick works with 10 holes machine made bricks of approved size (241 mm x 114 mm x 70 mm) having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth of joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. complete and accepted by the Engineer-incharge. (Cement: CEM-II/A-M) In ground floor

cum

Tk. 11,862.00


Item No.


79

Description of Item

Unit

Unit Rate

04.7

Brick work with 241 mm x 114 mm x 70 mm size machine made solid klinker facing bricks having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth of joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. complete and accepted by the Engineer-incharge. (Cement: CEM-II/A-M) In ground floor

cum

Tk.

9,286.00

04.8

Brick works with 241 mm x 114 mm x 70 mm size 10 hole machine made rock-face or textured klinker facing bricks having uniform colour carefully laid in cement sand (F.M. 1.2) mortar (1:4) in superstructure with uniform width and depth of joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

cum

Tk.

9,167.00

04.9

Brick works with 241 mm x 114 mm x 70 mm size 3 hole machine made reinforced klinker facing bricks having uniform colour carefully laid in cement sand (F.M.1.2) mortar (1:4) in superstructure with uniform width and depth of joints, true to vertical and horizontal lines including raking out joints, filling the interstices with mortar, cleaning and soaking bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days and pointing with cement sand (F.M. 1.2) mortar (1:2) including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

cum

Tk. 13,380.00

04.10

Extra cost shall be incorporated in the estimate for each additional floor for brick works (item No.- 4.2 to 4.9)

04.10.1


cum

Tk.

171.00

04.10.2

Add for each additional floor from 6th floor to 9th floor

cum

Tk.

239.00

04.10.3

Add for each additional floor for 10th floor and above

cum

Tk.

273.00

04.11

Extra cost for brick-work for each additional meter (or part of meter) free height of brick wall beyond 4 m from the respective floor in auditorium, go-down, overhead water tank etc. as description of the item No. 4.2 to 4.9 including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Extra cost shall be incorporated in the estimate only when both sides of wall is uninterruptedly free beyond 4.0 meter)

cum

Tk.

174.00

04.12

Providing brick works for 200 mm x 100 mm facing in superstructure with 200 mm x 100 mm x 50 mm machine made klinker hard pressed facing bricks of approved quality with cement sand (F.M. 1.2) mortar (1:4), including racking out joints, cutting the bricks to required size wherever necessary including high class recessed pointing, cleaning and soaking the bricks at least for 24 hours before use and washing and screening of sand, necessary scaffolding, curing at least for 7 days for all floors up to 4th floor including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (100x200 mm face should be placed for facing). (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

1,703.00


Item No.


80

Description of Item

Unit

Unit Rate

04.13

Providing brick works for 200 mm x 50 mm facing in superstructure with 200 mm x 50 mm x 50 mm machine made hard pressed klinker facing red or maroon strips of approved quality with 20 mm thick cement sand (F.M.1.2) mortar (1:4), 10 mm thick cement mortar in adjacent sides including racking out joints and cutting the bricks to required sizes wherever necessary with high class recessed pointing, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, necessary scaffolding, curing at least for 7 days for all floors up to 4th floor including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

2,401.00

04.14

Providing clay wall tile facing strips (water absorption ratio below 4.5%) in superstructure with machine made hard pressed klinker facing strips of approved quality with 20 mm thick cement sand (F.M.1.2) mortar (1:3) in adjacent side wall, column, drop wall etc. and racking out joints, cutting to required sizes wherever necessary with high class recessed pointing, cleaning and soaking at least for 24 hours before use washing and screening of sand and necessary scaffoldings, curing at least 7 days including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor.

04.14.1

With 200 mm x 62 mm x 16.51 mm red strip

sqm

Tk.

2,313.00

04.14.2

With 200 mm x 62 mm x 12.7 mm beige strip

sqm

Tk.

2,542.00

04.14.3


sqm

Tk.

2,121.00

04.14.4


sqm

Tk.

2,585.00

04.14.5

With 241 mm x 70 mm x 12.7 mm matt glazed textured strip

sqm

Tk.

3,006.00

04.15

125 mm brick work with first class bricks with cement sand (F.M. 1.2) mortar (1:6) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

917.00

04.16

125 mm brick works with first class bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

948.00

04.17

Exposed 125 mm thick pointing ornamental brick work with sorted out first class bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

1,155.00

04.18

Exposed 125 mm thick pointing ornamental brick work with automatic machine made first class bricks with cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out joints, cleaning and soaking the bricks for at least 24 hours before use and washing of sand, curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

1,082.00


Item No.

81


Description of Item

Unit

Unit Rate

04.19

Providing 125 mm thick brick work in superstructure (partition walls) with cement sand (F.M. 1.2) mortar (1:4) with 10 hole machine made ceramic bricks of approved size having uniform colour, carefully laid in cement mortar of uniform width & depth of joints, true to vertical and horizontal lines including racking out joints, filling the interstices with same mortar, making bond with connected walls, cleaning, soaking brick at least 24 hours and washing of sand, curing 7 days in all floors, including cost of water, electricity and other charges accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

1,634.00

04.20

Fancy screen work with different size hollow machine made design blocks of uniform colour, carefully laid in cement sand (F.M. 1.2) mortar (1:3) in all floors in wall with uniform mortar joints, true to vertical and horizontal line including racking out joints, cleaning and soaking the blocks for minimum 24 hours before use including washing and screening of sand, scaffolding, curing etc. complete in all respect including supply of all necessary materials, cost of water, electricity and other charges accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

04.20.1

With design block size: 114 mm x 114 mm x 114 mm or equivalent volume & design.

sqm

Tk.

4,079.00

sqm

Tk.

2,873.00

sqm

Tk.

2,639.00

sqm

Tk.

1,953.00

sqm

Tk.

2,167.00

sqm

Tk.

2,639.00

sqm

Tk.

2,062.00

In ground floor 04.20.2

With design block size: 140 mm x 140 mm x 102 mm or equivalent volume & design. In ground floor

04.20.3

With design block size: 152 mm x 152 mm x 102 mm or 152 mm x 152 mm x 114 mm or equivalent volume and design. In ground floor

04.20.4

With design block size: 203 mm x 203 mm x 108 mm or equivalent volume and design. In ground floor

04.20.5


04.20.6


04.20.7


04.21

Extra cost shall be incorporated in the estimate for each additional floor for brick and screen block works (item No.- 4.12 to 4.20)

04.21.1


sqm

Tk.

31.00

04.21.2


sqm

Tk.

42.00

04.21.3


sqm

Tk.

52.00


Item No.

Description of Item


Unit

82

Unit Rate

04.22

Klinker paving brick works in floor or pavement with machine made pressed bricks of approved quality with cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including raking out joints, cutting the bricks to required size, soaking the same for 24 hours before use wherever necessary including high class flush pointing in cement mortar (1:2), cleaning, curing at least for 7 days etc. including washing and screening of sand, cost of water, electricity and other charges complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

04.22.1

100 mm thick flat brick pavement with 200 mm x 100 mm x 50 mm size klinker facing bricks.

sqm

Tk.

2,740.00

04.22.2

50 mm thick brick on edge pavement with 200 mm x 100 mm x 50 mm klinker paving bricks in 1:4 cement sand mortar having 200 mm x 100 mm face at top.

sqm

Tk.

1,620.00

04.22.3

50 mm thick brick pavement with 200 mm x 50 mm x 50 mm klinker facing bricks.

sqm

Tk.

2,315.00

04.23

125 mm thick brick pavement or flooring with first class brick on edge with cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including cutting the bricks as per requirement, cleaning and racking out joints, finishing with flush pointing with cement sand (F.M. 1.2) mortar (1:2) and curing for at least 7 days etc. including cost of water, washing and screening of sand (F.M. 1.2), electricity and other charges complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

sqm

Tk.

1,079.00

04.24

125 mm thick brick pavement/flooring with 10 hole machine made ceramic bricks with cement sand (F.M. 1.2) mortar (1:4) on minimum 12 mm thick cement sand (F.M. 1.2) mortar (1:4) including cutting the bricks as per requirement, cleaning and racking out joints, finishing with flush pointing with cement sand (F.M. 1.2) mortar (1:2) and curing for at least 7 days etc. including cost of water, washing and screening of sand (F.M. 1.2), electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

sqm

Tk.

1,728.00

04.25

75 mm thick cement concrete (1:3:6) flooring with cement, best quality coarse sand and 19 mm down graded picked jhama brick chips including breaking of chips, screening, mixing, laying, compacting, washing and screening of sand (F.M 1.2) and curing at least for 7 days etc. including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

sqm

Tk.

507.00

04.26

25 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best quality local sand of FM 1.2) and 12 mm down well graded brick chips including breaking chips, screening, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

372.00

04.27

38 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best quality local sand of FM 1.2) and 12 mm down well graded brick chips including breaking chips, screening, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

468.00


Item No.

83


Description of Item

Unit

04.28

25 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best quality local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

450.00

04.29

38 mm thick artificial patent stone (1:2:4) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best quality local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. Cement: (CEM-II/A-M) In ground floor

sqm

Tk.

583.00

04.30

25 mm thick artificial patent stone (1:1.5:3) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best quality local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

467.00

04.31

38 mm thick artificial patent stone (1:1.5:3) flooring with cement, best quality coarse sand (50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2 and 50% best quality local sand of FM 1.2) and 12 mm down well graded stone chips, laying the concrete in alternate panels, compacting and finishing the top with neat cement and curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge.(Cement: CEM-II/A-M) In ground floor

sqm

Tk.

609.00

04.32

Extra cost shall be incorporated in the estimate for each additional floor for patent stone works.

04.32.1


sqm

Tk.

31.00

04.32.2


sqm

Tk.

42.00

04.32.3


sqm

Tk.

52.00

………………….. END OF DIVISION FOUR …………………..

Unit Rate


MOSAIC WORKS

84

DIVISION 05 : MOSAIC WORKS Item No.

Description of Item

Unit

Unit Rate

05.1

10 mm thick finished and 12.5 mm laying thickness cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement / grey cement including preparation of mix. and laying the same over minimum 25 mm thick artificial patent stone flooring with brick chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No.120) /cutting with mosaic cutting machine and finishing with minar stone and spreading oxalic acid including breaking of brick chips, screening, washing mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

05.1.1

With Indian chips and glass strip using 100% white cement In ground floor

sqm

Tk.

1,770.00

05.1.2

With Indian chips and glass strip using 100% grey cement In ground floor

sqm

Tk.

1,470.00

05.1.3

With Pakistani chips and glass strip using 100% white cement In ground floor

sqm

Tk.

1,802.00

05.1.4

With Pakistani chips without glass strip using 100% grey cement In ground floor

sqm

Tk.

1,272.00

05.1.5

With Indian chips without glass strip using 100% grey cement In ground floor

sqm

Tk.

1,315.00

05.1.6

With Pakistani chips without glass strip using 100% white cement In ground floor

sqm

Tk.

1,566.00

05.2

12 mm thick finished and laying thickness 14.5 mm cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing 100% white cement including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120)/ cutting with mosaic cutting machine and finishing with minar stone including breaking of brick chips, screening, spreading oxalic acid, washing of mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

05.2.1

With Indian chips and glass strip In ground floor

sqm

Tk.

1,855.00

05.2.2

With Pakistani chips and glass strip In ground floor

sqm

Tk.

1,892.00

05.2.3

With Indian chips without glass strip In ground floor

sqm

Tk.

1,620.00

05.2.4

With Pakistani chips without glass strip In ground floor

sqm

Tk.

1,656.00


MOSAIC WORKS

Item No.

Description of Item

Unit

85

Unit Rate

05.3

10 mm thick finished and laying thickness 12.5 mm silver grey cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (1:1) including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120) and finishing with minar stone including breaking of brick chips, screening, washing of mosaic chips and supply of all necessary materials including water, electricity and other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

05.3.1


sqm

Tk.

1,623.00

05.3.2


sqm

Tk.

1,655.00

05.3.3


sqm

Tk.

1,387.00

05.3.4


sqm

Tk.

1,419.00

05.4

12 mm thick finished and laying thickness 14.5 mm silver grey cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (1:1) including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panels, compacting, curing at least for 7 days, cutting with pumice stone (No. 40. No. 80, No. 120) and finishing with minar stone including breaking of brick chips, screening, washing of mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/AM)

05.4.1


sqm

Tk.

1,691.00

05.4.2


sqm

Tk.

1,727.00

05.4.3


sqm

Tk.

1,455.00

05.4.4


sqm

Tk.

1,491.00

05.5

10 mm thick finished and laying thickness 12.5 mm cast in situ mosaic work in wall with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing 100% white cement including preparation of mix and laying the same on 12 mm thick cement plaster (1:4) to wall including compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120), finishing the corners and edges and also finishing with minar stone and supplying all necessary materials including water, electricity and other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

05.5.1

With Indian chips In ground floor

sqm

Tk.

1,724.00


MOSAIC WORKS

Item No.

Description of Item

05.5.2

With Pakistani chips In ground floor

05.6

10 mm thick finished and laying thickness 12.5 mm silver grey cast in situ mosaic work in wall with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (1:1) including preparation of mix. and laying the same on 12 mm thick cement plaster (1:4) to wall including compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No 120) including finishing the corners and edges and also finishing with minar stone and supplying all necessary materials and water, electricity and other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

05.6.1

Unit

86

Unit Rate

sqm

Tk.

1,757.00


sqm

Tk.

1,577.00

05.6.2


sqm

Tk.

1,610.00

05.6.3

With Indian chips using 100% grey cement In ground floor

sqm

Tk.

1,430.00

05.7

10 mm thick finished and laying thickness 12.5 mm coloured cast in situ mosaic work in floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white and grey cement in proportion (9:1) and necessary quantity of approved colouring materials including preparation of mix and laying the same over min 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120) and finishing with Minar stone including breaking of brick chips, screening, washing of mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

05.7.1


sqm

Tk.

1,842.00

05.7.2


sqm

Tk.

1,875.00

05.7.3


sqm

Tk.

1,387.00

05.7.4


sqm

Tk.

1,492.00

05.8

12 mm thick finished and laying thickness 14 mm coloured cast in situ mosaic work on floor with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (9:1) and necessary quantity of approved colouring materials including preparation of mix and laying the same over minimum 25 mm thick artificial patent stone flooring with brick-chips (1:2:4) including making suitable panel, compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120) and finishing with minar stone including breaking of brick chips, screening, washing of mosaic chips and supply of all necessary materials and water, electricity and other charges in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

Item No.

87


MOSAIC WORKS

Description of Item

Unit

Unit Rate

05.8.1

With Indian chips and glass stripIn ground floor

sqm

Tk.

1,928.00

05.8.2


sqm

Tk.

1,965.00

05.8.3


sqm

Tk.

1,692.00

05.8.4


sqm

Tk.

1,729.00

05.9

10 mm thick finished and laying thickness 12.5 mm coloured cast in situ mosaic work in walls with one part of 10 mm machine crushed well graded, dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in proportion (9:1) and necessary quantity of approved colouring materials including preparation of mix and laying the same on 12 mm thick cement sand (F.M. 1.2) plaster (1:4) to walks including compacting, curing at least for 7 days, cutting with pumice stone (No. 40, No. 80, No. 120) including finishing the corners and edges and also finishing with minar stone and supply of all necessary materials etc. and water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEMII/A-M)

05.9.1


sqm

Tk.

1,797.00

05.9.2


sqm

Tk.

1,829.00

05.10

200 mm x 200 mm x 20 mm mosaic terrazzo tiles flooring having 10 mm thick finished mosaic top with one part of 10 mm machine crushed well graded dust free and properly washed marble chips and one part of mixture containing white cement and grey cement in 9:1 proportion pressed on 12 mm thick cement sand (F.M. 1.2 and 2.5 by 50% each) mortar (1:2) base including preparing the base; finally, setting the tiles on 40 mm thick cement sand (F.M.1.2 and 2.5 by 50% each) mortar (1:3) including compacting, cutting with pumice stone (No. 40, No. 80, No. 120) and finishing the corners and edges and also finishing with minar stone including screening, washing mosaic chips and supply of all necessary materials etc. and water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M)

05.10.1

200 mm x 200 mm x 20 mm (finished) mosaic terrazzo tiles flooring with Indian chips In ground floor

sqm

Tk.

1,653.00

05.10.2

200 mm x 200 mm x 20 mm (finished) mosaic terrazzo tiles flooring with Pakistani chips In ground floor

sqm

Tk.

1,684.00

05.11

Extra cost shall be incorporated in the estimate for mosaic and terrazzo tiles work above ground floor (item no.- 5.1 to 5.10).

05.11.1

Add for each additional floor up to 5 th floor

sqm

Tk.

10.00

05.11.2

Add for each additional floor for 6th to 9th floor

sqm

Tk.

21.00

05.11.3


sqm

Tk.

31.00

………………….. END OF DIVISION FIVE …………………..


TILES, MARBLE STONE AND GRANITE STONE WORKS

88

DIVISION 06: TILES, MARBLE STONE AND GRANITE STONE WORKS Item No.

Description of Item

Unit

Unit Rate

06.1

Supplying, fitting and fixing country made GP(Gress Porcellanto) - glazed or unglazed homogeneous floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor

06.1.1

GP (homogeneous) 300 mm x 300 mm floor tiles

sqm

Tk.

1,526.00

06.1.2

GP (homogeneous) 400 mm x 400 mm floor tiles

sqm

Tk.

1,663.00

06.2

Supplying, fitting and fixing country made mirror polished homogeneous floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

06.2.1

GP (mirror polished) 400 mm x 400 mm floor tiles

sqm

Tk.

1,799.00

06.2.2


sqm

Tk.

1,935.00

06.2.3


sqm

Tk.

2,072.00

06.2.4


sqm

Tk.

2,208.00

06.2.5


sqm

Tk.

2,509.00

06.2.6


sqm

Tk.

2,959.00

06.3

Supplying, fitting and fixing country made homogeneous matt finished/ rustic floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

06.3.1

Matt or rustic floor tiles of size 400 mm x 400 mm and below

sqm

Tk.

1,894.00

06.3.2

Matt or rustic floor tiles of size 600 mm x 600 mm and below

sqm

Tk.

2,113.00

06.4

Supplying, fitting and fixing foreign (China or equivalent) made polished pocelain/ mirror polished homogeneous floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 35 N/mm 2, irrespective of color &/or design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

06.4.1

Polish pocelain/ mirror polished 600 mm x 600 mm floor tiles

sqm

Tk.

2,413.00

06.4.2

Polished pocelain/ mirror polished 800 mm x 800 mm floor tiles

sqm

Tk.

2,754.00



Item No.

Description of Item

Unit

89

Unit Rate

06.4.3


sqm

Tk.

4,801.00

06.4.4


sqm

Tk.

6,166.00

06.4.5


sqm

Tk.

7,531.00

06.5

Supplying, fitting and fixing foreign (China or equivalent) made homogeneous matt finished/ rustic floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

06.5.1

Matt or rustic floor tiles of size 600 mm x 600 mm

sqm

Tk.

3,027.00

06.6

Supplying, fitting and fixing country made glazed wall tiles complying BDS ISO 13006: 2015, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including cutting, laying and hire charge of machine and finishing with care etc. including cost of water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEMII/A-M). In ground floor

06.6.1

Wall tiles less than, equal or equivalent to 250 mm x 330 mm in sizes

sqm

Tk.

1,271.00

06.6.2

Wall tiles more than 250 mm x 330 mm & less than or equal to 250 mm x 400 mm in sizes

sqm

Tk.

1,571.00

06.6.3

Wall tiles more than 250 mm x 400 mm & less than or equal to 300 mm x 600 mm in sizes

sqm

Tk.

1,817.00

06.6.4

Decor wall tiles of any size

sqm

Tk.

2,090.00

06.6.5

Border wall tiles of any size

sqm

Tk.

4,410.00

06.7

Supplying, fitting and fixing country made rustic or matt finished wall tiles complying BDS ISO 13006: 2015, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor

06.7.1

Matt or rustic wall tiles less than or equal to 300 mm x 600 mm size

sqm

Tk.

1,954.00

06.8

Supplying, fitting and fixing foreign (China or equivalent) made glazed wall tiles complying BDS ISO 13006: 2015, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete in all respect and accepted by the Engineerin-charge. (Cement: CEM-II/A-M). In ground floor

06.8.1

Glazed wall tiles 300 mm x 600 mm in sizes along with maching floor tiles, decor and border (if any)

sqm

Tk.

2,772.00



Item No.

Description of Item

06.9

Supplying, fitting and fixing foreign (China or equivalent) made rustic or matt finished wall tiles complying BDS ISO 13006: 2015, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor

06.9.1

Matt or rustic wall tiles 300 mm x 600 mm in sizes along with matching floor tiles, decor and border titles (if any)

06.10

Supplying, fitting and fixing country made GP homogeneous stair tiles having non skidding offsets, complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

06.10.1

Unit

90

Unit Rate

sqm

Tk.

2,772.00

Glazed stair tiles having size of width 250 mm to 300 mm and length 300 mm

sqm

Tk.

1,553.00

06.10.2

Glazed stair tiles having size of width 250 mm to 300 mm and length 325 mm to 600 mm

sqm

Tk.

2,004.00

06.11

Supplying, fitting and fixing country made rustic or matt finished stair tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEMII/A-M). In ground floor

06.11.1

Rustic stair tiles of size 300 mm x 600 mm

sqm

Tk.

1,935.00

06.12

Supplying, fitting and fixing foreign (China or equivalent) made GP homogeneous stair tiles having non skidding offsets, complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm 2, irrespective of color &/or design, with cement sand (F.M. 1.2) mortar (1:4) base and raking out the joints with white cement including cutting and laying the tiles in proper way and finishing with care etc. all complete and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

06.12.1

Glazed stair tiles of size 300 mm x 600 mm

sqm

Tk.

2,072.00

06.13

Supplying, fitting and fixing foreign (China or equivalent) made rustic or matt finished stair tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and raking out the joints with white cement including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete in all respect and accepted by the Engineer-incharge. (Cement: CEM-II/A-M). In ground floor

06.13.1

Rustic stair tiles of size 300 mm x 600 mm

sqm

Tk.

2,004.00

06.14

Supplying, fitting and fixing country made floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm 2, irrespective of color &/or design, with adhesives in full thickness of tiles, filler/tiles grout including cutting, shaping, placing in proper level etc. all complete and accepted by the Engineer-in-charge. In ground floor



Item No.

Description of Item

Unit

91

Unit Rate

06.14.1

GP glazed / unglazed homogenous floor tiles (400 mm x 400 mm)

sqm

Tk.

1,864.00

06.14.2

GP glazed / unglazed homogenous floor tiles (300 mm x 300 mm)

sqm

Tk.

1,273.00

06.14.3

GP mirror polished floor tiles (300 mm x 300 mm)

sqm

Tk.

1,341.00

06.14.4


sqm

Tk.

1,546.00

06.14.5


sqm

Tk.

1,819.00

06.14.6


sqm

Tk.

1,956.00

06.14.7


sqm

Tk.

2,256.00

06.15

Supplying, fitting and fixing foreign made (China or equivalent) floor tiles complying BDS ISO 13006: 2015, water absorbtion ≤ 0.5%, modulus of rupture (MOR) ≥ 27 N/mm2, irrespective of color &/or design, with adhesives in full thickness of tiles, filler/tiles grout including cutting, shaping, placing in proper level etc. all complete as direction of the Engineer-in-charge. In ground floor

06.15.1


sqm

Tk.

2,160.00

06.15.2


sqm

Tk.

2,501.00

06.15.3


sqm

Tk.

4,548.00

06.16

Supplying, fitting and fixing 20mm to 25mm thick mchine made cement pavement tiles having minimum compressive strength of 27 MPa, irrespective of color &/or design, with 20 mm thick cement sand (F.M. 1.2) mortar (1:4) base and making the joints carefully in true staight line including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor

06.16.1

Pavement tiles of size 300 mm x 300 mm

sqm

Tk.

2,481.00

06.17

Supplying, fitting and fixing mchine made clay roof tiles with ridge tiles on RCC inclined slab, irrespective of color &/or design, water absorbtion capacity <6% with 20 mm thick cement sand (F.M. 1.2) mortar (1:3) base and making the joints carefully in true staight line including cutting, laying and hire charge of machine and finishing with care etc. including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M). In ground floor

06.17.1

Roof tiles of size 100 mm x 200 mm or equivalent (red colour)

sqm

Tk.

2,683.00

06.17.2

Roof tiles of size 125 mm x 170 mm to 200 mm x 200 mm or equivalent (red colour)

sqm

Tk.

3,171.00

06.17.3

Roof tiles of size 160 mm x 268 mm or equivalent (red colour)

sqm

Tk.

2,901.00

06.17.4

Roof tiles of size 225 mm x 300 mm or larger (red colour)

sqm

Tk.

2,983.00

06.17.5

Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (red colour)

sqm

Tk.

3,832.00

06.17.6

Roof tiles of size 100 mm x 200 mm or equivalent (beige colour)

sqm

Tk.

2,751.00

06.17.7

Roof tiles of size 125 mm x170 mm to 200 mm x 200 mm or equivalent (beige colour)

sqm

Tk.

3,297.00



Item No.

Description of Item

Unit

92

Unit Rate

06.17.8

Roof tiles of size 225 mm x 300 mm or larger (beige colour)

sqm

Tk.

3,229.00

06.17.9

Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (beige colour)

sqm

Tk.

3,993.00

06.17.10

Roof tiles of size 125 mm x 170 mm to 200 mm x 200 mm or equivalent (grey or black colour)

sqm

Tk.

3,297.00

06.17.11

Flower shaped roof tiles of size 175 mm x 175 mm or equivalent (grey or black colour)

sqm

Tk.

4,348.00

06.18

Marble stone flooring with Indian standard quality (Bansowara/ Indian grey/ Indian pink or equivalent) marble stone of approved quality, texture and size with 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level, filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumice stone and necessary auxiliary materials and water, electricity and other charges complete in all respect and accepted by the Engineer in charge. (Cement: CEM-II/A-M).

06.18.1

18 mm thick marble stone flooring In ground floor

sqm

Tk.

7,325.00

06.18.2


sqm

Tk.

6,675.00

06.19

Marble stone flooring with Indian superior quality marble stone of approved quality, texture and size with 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level, filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumice stone and necessary auxiliary materials and water, electricity and other charges complete in all respect and accepted by the Engineer in charge. (Cement: CEM-II/A-M)

06.19.1


sqm

Tk.

7,975.00

06.19.2


sqm

Tk.

6,935.00

06.20.1

Supplying and setting 12 mm thick Indian standard quality (Bansowara/ Indian grey/ Indian pink or equivalent) marble stone of approved quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar (1:2) including cutting and grinding the marble stone slab/tile, setting in position keeping horizontal and vertical alignment correct, filling the joints with white cement, cutting and grinding the top surface, finishing etc including water, electricity and other charges complete in all respect and accepted by the Engineerin-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

6,286.00

06.20.2

Supplying and setting 12 mm thick Indian superior quality marble stone of approved quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar (1:2) including cutting and grinding the marble stone slab/tile, setting in position keeping horizontal and vertical alignment correct, filling the joints with white cement, cutting and grinding the top surface, finishing etc including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

6,676.00



Item No.

93

Description of Item

Unit

Unit Rate

06.21.1

Marble stone flooring with 18mm thick Italian or equivalent marble stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including. placing cement slurry below the stone, cutting the marble stone to desired size, grinding and finishing the edges, setting in position in proper level, filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumice stone and necessary auxiliary materials and water, electricity and other charges complete in all respect and accepted by the Engineer-incharge. (Cement: CEM-II/A-M). In ground floor.

sqm

Tk.

9,924.00

06.21.2

Supplying and setting 12 mm thick Italian or equivalent quality marble stone on wall of approved quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar (1:2) including cutting and grinding the marble stone slab/tile, setting in position keeping horizontal and vertical alignment correct, filling the joints with white cement, cutting and grinding the top surface, finishing etc including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

Sqm

Tk.

9,276.00

06.22

Labour cost for making moulding in marble stone as per architectural drawing including cutting, grinding, finishing, supplying necessary equipment etc. complete in all respect and accepted by the Engineer in Charge. (Cement: CEM-II/A-M).

06.22.1

18 mm thick marble stone

meter

Tk.

387.00

06.22.2


meter

Tk.

382.00

06.22.3


meter

Tk.

331.00

06.23

Granite stone flooring with 18 mm thick Indian or equivalent granite stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including placing cement slurry below the stone, cutting the granite stone to desired size, grinding and finishing the edges, setting in position in proper level. filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumice stone and necessary auxiliary materials and water, electricity and other charges complete in all respect and accepted by the Engineer-incharge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

8,624.00

06.24

Granite stone flooring with 18 mm thick Italian or equivalent origin granite stone of approved quality, texture and size over 25 mm thick cement sand (F.M. 1.2) mortar (1:2) including. placing cement slurry below the stone, cutting the granite stone to desired size, grinding and finishing the edges, setting in position in proper level, filling the gaps with white cement and colouring pigments including supplying all necessary equipments/materials and finishing the top by pumice stone and necessary auxiliary materials and water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

9,924.00

06.25

Supplying and setting 12 mm thick Indian or equivalent granite stone of approved quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar (1:2) including cutting and grinding the granite stone slab, setting in position keeping horizontal and vertical alignment correct, filling the joints with white cement, cutting and grinding the top surface, finishing etc including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

6,676.00

Item No.

94



Description of Item

Unit

06.26

Supplying and setting 12 mm thick Italian or equivalent granite stone of approved quality, texture and size on wall with 12 mm thick cement sand (F.M. 1.2) mortar (1:2) including cutting and grinding the granite stone slab, setting in position keeping horizontal and vertical alignment correct, filling the joints with white cement, cutting and grinding the top surface, finishing etc including water, electricity and other charges complete in all respect and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) In ground floor

sqm

Tk.

7,976.00

06.27

Extra rate for each additional floor for tiles works

06.27.1


sqm

Tk.

10.00

06.27.2


sqm

Tk.

21.00

06.27.3


sqm

Tk.

31.00

06.28

Extra rate for each additional floor for marble and granite stone works

06.28.1


sqm

Tk.

15.00

06.28.2


sqm

Tk.

27.00

06.28.3


sqm

Tk.

35.00

………………….. END OF DIVISION SIX …………………..

Unit Rate


REINFORCED CEMENT CONCRETE (RCC) WORKS

95

DIVISION 07: REINFORCED CEMENT CONCRETE (RCC) WORKS Item No.

Description of Item

Unit

Unit Rate

RCC WORKS: 1:2:4 (measured on gross concrete section) (f'c = 19 MPa, minimum f'cr = 24 MPa in nominal mix 1:2:4), with brick-chips (Sand of F.M. 1.2 and F.M. 2.2 in equal proportion)

07.1

Reinforced cement concrete works with minimum cement content relates to mix ratio 1:2:4 having minimum f'cr = 24 MPa, satisfying a specified compressive strength f'c= 19 MPa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM, cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, best quality sand [50% quantity of best local sand (F.M. 1.2) and 50% quantity of Sylhet sand or coarse sand of equivalent F.M. 2.2] and 20 mm down well graded picked jhama brick chips conforming to ASTM C-33 including breaking chips and screening, making and placing shutter in position maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hopper fed by standard measuring boxes or mixing in batching plant, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, testing charges of materials and cylinders as required, other charges etc. all complete, approved and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication, placing, binding etc. and the cost of shuttering & centering)

07.1.1

Individual & combined footing, pile cap, raft/mat, floor slab and foundation beam up to plinth level

cum

Tk.

7,517.00

07.1.2

Pedestal, column, column capital, lift wall and wall up to ground floor

cum

Tk.

7,730.00

07.1.3

Floor / roof slab, T-beam, L-beam and rectangular beam, tie beam, lintel, stair case slab and step etc. up to ground floor

cum

Tk.

7,602.00

07.1.4

Cornice, railing, drop wall, louver, fins, sunshade, false ceiling, waffle and ribbed floor slab etc. up to ground floor

cum

Tk.

7,944.00

cum

Tk. 11,817.00

RCC WORKS: 1:2:4 (measured on gross concrete section) (f 'c = 22 MPa, minimum f 'cr = 27 MPa in nominal mix 1:2:4), with stone chips (100% sand of F.M. 2.2 )

07.2

Reinforced cement concrete works with minimum cement content relates to mix ratio 1:2:4 having minimum f'cr = 27 MPa, satisfying a specified compressive strength f'c = 22 MPa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM, cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making and placing shutter in position maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing in standard mixer machine with hopper fed by standard measuring boxes or mixing in batching plant, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, testing charges of materials and cylinders as required, other charges etc. all complete, approved and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication, placing, binding etc. and the cost of shuttering & centering)

07.2.1




Item No.

Description of Item

Unit

Unit Rate

96

07.2.2

Pedestals, column, column capital, lift wall and RCC wall up to ground floor

cum

Tk. 12,031.00

07.2.3

Floor / roof slab, T-beam, L-beam and rectangular beam, tie beam, lintel, stair case slab and steps etc. up to ground floor

cum

Tk. 11,903.00

07.2.4


cum

Tk. 12,243.00

RCC WORKS: 1:1.5:3 (measured on gross concrete section) (f'c = 25MPa, minimum f'cr = 30 MPa in nominal mix 1 : 1.5 : 3), with stone chips (100% sand of F.M. 2.2)

07.3

Reinforced cement concrete works with minimum cement content relates to mix ratio 1:1.5:3 having minimum f'cr = 30 MPa, satisfying a specified compressive strength f‟c = 25 MPa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM, Cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2 and 20 mm down well graded stone chips conforming to ASTM C-33, making and placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing with standard mixer machine with hopper, fed by standard measuring boxes or mixing in batching plant, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, testing charges of materials and cylinders as required, other charges etc. all complete, approved and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication, placing, binding etc. and the cost of shuttering & centering)

07.3.1


cum

Tk. 12,154.00

07.3.2

Pedestals, column, column capital, lift wall and RCC wall up to ground floor

cum

Tk. 12,367.00

07.3.3

Floor / roof slab, T-beam, L-beam and rectangular beam, tie beam, lintel, stair case slab and steps etc. upto ground floor

cum

Tk. 12,240.00

07.3.4


cum

Tk. 12,580.00

RCC WORKS : 1:1.25:2.5 (measured on gross concrete section) (f'c = 32 MPa, minimum f'cr = 40 MPa in nominal mix 1 : 1.25 : 2.5) with stone chips and admixture(high strength concrete) (100% sand of F.M. 2.2)



Item No.

Description of Item

Unit

Unit Rate

97

07.4

Reinforced cement concrete works with minimum cement content relates to mix ratio 1:1.25:2.5 having minimum f'cr = 40 MPa, satisfying a specified compressive strength f‟c = 32 MPa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM, Cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa)/ ASTM-C 150 Type – I, and adding approved high range water reducing admixture of complying specific type (generally be Type-G) under ASTM-C 494, best quality coarse sand [Sylhet sand or coarse sand of equivalent F.M. 2.2], 20 mm down well graded crushed stone chips conforming to ASTM C-33, including screening sand through proper sieves, making and placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing with standard mixer machine with hopper and fed by standard measuring boxes or mixing in batching plant, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, testing charges of materials and cylinders as required, other charges etc. all complete, approved and accepted by the Engineer-in-charge. (Doses of admixture to be fixed in consultation with design office) (Rate is excluding the cost of reinforcement and its fabrication, placing, binding etc, admixture and the cost of shuttering & centering)

07.4.1


cum

Tk. 12,451.00

07.4.2

Padestal, column, column capital, lift wall and RCC wall up to ground floor

cum

Tk. 12,664.00

07.4.3

Floor / roof slab, T-beam, L-beam and rectangular beam, tie beam, lintel, stair case slab and steps etc. up to ground floor

cum

Tk. 12,536.00

07.4.4


cum

Tk. 12,877.00

RCC WORKS: 1:1:2 (measured on gross concrete section) (f'c = 40 MPa, minimum f'cr = 49 MPa in nominal mix 1 : 1 : 2) with stone chips and admixture (high strength concrete) (100% sand of F.M. 2.2)

07.5

Reinforced cement concrete works with minimum cement content relates to mix ratio 1:1:2 having minimum f'cr = 49 Mpa, satisfying a specified compressive strength f‟c = 40 MPa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM, Cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, and adding approved high range water reducing admixture of complying specific type (generally be Type-G) under ASTM-C 494, best quality coarse sand [Sylhet sand or coarse sand of equivalent F.M. 2.2], 20 mm down well graded crushed stone chips conforming to ASTM C-33, making and placing shutter in position and maintaining true to plumb, making shutter water-tight properly, placing reinforcement in position; mixing with standard mixer machine with hopper and fed by standard measuring boxes or mixing in batching plant, casting in forms, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, testing charges of materials and cylinders required by engineer, other charges etc. all complete approved and accepted by the Engineer-in-charge. (Doses of admixture to be fixed in consultation with design office) (Rate is excluding the cost of reinforcement and its fabrication, placing, binding etc, admixture and the cost of shuttering & centering)

07.5.1


cum

Tk. 12,920.00

07.5.2

Pedestal, column, column capital, lift wall and RCC wall upto ground floor

cum

Tk. 13,134.00



Item No.

Description of Item

Unit

Unit Rate

98

Fair-faced RCC WORKS: 1:1.5:3 (measured on gross concrete section) (f'c = 25 MPa, minimum f'cr = 30 MPa in nominal mix 1:1.5:3) (100% sand of F.M. 2.2)

07.6

Cast-in-place fair-faced concrete works with f'cr=30 Mpa and f'c=25 Mpa at 28 days on standard cylinders by using 75% of OPC and 25% of white cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5 MPa) / ASTM-C 150 Type – I, best quality Sylhet sand or coarse sand of equivalent F.M. 2.2, 20 mm down and well graded stone chips conforming to ASTM C-33 at mix ratio of 1:1.5:3, adding coloring pigment as per architectural design, conforming to the standard practice of code ACI/BNBC/ASTM including screening sand and chips through proper sieves, washing, making and placing shutter in position maintaining true to plumb, making shutter water tight properly, placing reinforcement in position, including pouring of concrete in form, compacting by vibrator machine and curing at least for 28 days, removing centering-shuttering after specified time approved; including cost of water, electricity, testing charges of materials and cylinders as required, other charges etc. all complete, approved and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication, placing, binding etc, and the cost of shuttering & centering)

07.6.1

For column, wall, beam, slab, drop wall, cornice etc. up to ground floor

cum

Tk. 15,185.00

07.7

Extra rate for RCC works/fair-faced concrete works (materials, consumables and laying/placing concrete) in column, column capital, lift wall & wall, T- beam, L-beam, rectangular beams, floor / roof slab, cantilever slab, waffle slab and drop panels where the free height of the structure exceeds 4 meter (rate is considered for each additional meter height)

cum

Tk.

251.00

07.8

Extra rate for RCC work/fair-faced work in additional floor: concrete

07.8.1


cum

Tk.

108.00

07.8.2


cum

Tk.

145.00

07.8.3


cum

Tk.

181.00

FORM WORK (Steel)

07.9

Centering and shuttering, including strutting, propping etc. (The formwork must be rigid enough both in and out of plane, to make the concrete surface true to the designed shape and size by using necessary MS sheets of minimum 16 BWG, angles of minimum size 40 mm x 40 mm x 5 mm, flat bars etc.) and removal of form for:

07.9.1

Individual and combined footing

sqm

Tk.

438.00

07.9.2

In raft/mat/floor slab up to plinth level

sqm

Tk.

434.00

07.9.3

Foundation beam

sqm

Tk.

380.00

07.9.4

Pedestal, column, column capital, lift wall and wall up to ground floor

sqm

Tk.

408.00

07.9.5

Tie beam and lintel: ground floor

sqm

Tk.

419.00

07.9.6

T-beam, L-beam and rectangular beam etc up to ground floor

sqm

Tk.

455.00

07.9.7

Floor and roof slab up to ground floor

sqm

Tk.

532.00

Item No.

99



Description of Item

Unit

Unit Rate

07.9.8

Cornice, railing, drop walls, louver, fins etc.: ground floor

sqm

Tk.

387.00

07.9.9

Sunshade, false ceiling: ground floor

sqm

Tk.

438.00

07.9.10

Stair case slab and steps up to ground floor

sqm

Tk.

437.00

07.9.11

Waffle or ribbed floor upto ground floor

sqm

Tk.

578.00

07.9.12.1

Arches, domes, vaults up to 8m span (for single use)

sqm

Tk.

1,830.00

07.9.12.2

Arches, domes, vaults up to 8 m span (for 2-times use)

sqm

Tk.

1,281.00

07.9.12.3

Arches, domes, vaults up to 8 m span (for 3-times use)

sqm

Tk.

915.00

07.9.12.4

Arches, domes, vaults up to 8 m span (for more than 3-times use)

sqm

Tk.

641.00

07.10

Extra rate for arches, domes, vaults exceeding 8 m span

sqm

Tk.

458.00

07.11

Extra rate for shuttering in circular work

sqm

Tk.

91.00

07.12

Extra rate for additional height in centering, shuttering where ever required with adequate bracing, propping etc. over a height of 4.0 m, for every additional height of 1 metre or part thereof.

sqm

Tk.

45.00

07.13

Extra rate for formwork/shuttering in additional floor

07.13.1

Add for each addl. floor up to 5th floor

sqm

Tk.

41.00

07.13.2

Add for each addl. floor for 6th floor to 9th floor

sqm

Tk.

61.00

07.13.3

Add for each addl. floor for 10th floor & above

sqm

Tk.

82.00

07.14

Extra rate of formwork for making ‘fair -faced’ surface of the concrete as per design, drawing and direction of Engineer-in-charge. (The formwork must be rigid enough both in and out of plane, to make the concrete surface true to the designed shape and size by using necessary MS sheets of minimum 10 BWG, angles of minimum size 50 mm x 50 mm x 6 mm, flat bars, formwork releasing agent etc.)

sqm

Tk.

382.00

FORMWORK (Wooden) for boundary wall, gate, centry post etc.

07.15

Centering and shuttering, including strutting, propping etc. and removal of form for:

07.15.1

Individual and combined footings

sqm

Tk.

399.00

07.15.2

Foundation beam

sqm

Tk.

381.00

07.15.3

Padestals, column, wall

sqm

Tk.

429.00

07.15.4

Tie beam & lintels

sqm

Tk.

417.00

07.15.5

T-beam, L-beam and rectangular beam

sqm

Tk.

414.00

07.15.6

Floor & roof slab

sqm

Tk.

456.00

07.15.7

Cornice, railing, drop wall, louver, fins etc.

sqm

Tk.

370.00



Item No.

Description of Item

Unit

100

Unit Rate

07.15.8

Sunshade, false ceiling

sqm

Tk.

399.00

07.15.9

Stair case slab and steps upto ground floor

sqm

Tk.

387.00

07.16

Supply and use of specified type chemical admixture delivered from an authorized local agent or manufacturer, complying with the ASTM C-494 requirements; conforming the current compliance of the admixture to specification requirements like physical properties, uniformity and equivalence in composition etc.; performance (water content, fresh concrete setting time and compressive strength) requirements, delivered in sealed watertight containers confirming plainly marked product name & type under this specification, net weight and /or volume, manufacturing and expiry date, non aggressiveness to environment, aggregates and metals in concrete etc. and mixing the admixture in non prestressed cement concrete mixture in the field in accordance with manufacturers recommendation and instruction; providing safety provisions in all respects etc. all complete as per instruction and approved by the Engineer-in-charge. Dose (quantity in mililitres per 50 kg bag cement) and brand/origin/ manufacturer with respect to particular brand of cement and particular stock of aggregates and method of use to be determined by mix design / trial mix at the cost of contractor and approved by the Engineer. (Use of admixture is subjected to prior approval of design office)

07.16.1

Supply and use of water reducing chemical admixture in concrete, complying ASTM C494 Type - A of approved brand / origin / manufacturer and supplied by only manufacturer's authorised dealer with certificate of origin. The admixture is to reduce quantity of mixing water required for normal workability and to maintain low water-cement (W/C) ratio, for improved concrete quality ensuarance.

liter

Tk.

193.00

07.16.2

Supply and use of retarding chemical admixture in concrete, complying ASTM C-494 Type - B of approved brand/origin/manufacturer and supplied by only manufacturer‟s authorised dealer with certificate of origin. The admixture for retarding setting time of concrete, there by reducing shrinkage in concrete specially for concrete laid in thick layers and intended delayed construction for improved construction joints, re-concreting etc.

liter

Tk.

169.00

07.16.3

Supply and use of accelerating chemical admixture in concrete, complying ASTM C-494 Type - C of approved brand/origin/manufacturer and supplied by only manufacturer's authorised dealer with certificate of origin. An admixture that is to accelerate the setting time and early strength gain of concrete.

liter

Tk.

151.00

07.16.4

Supply and use of water-reducing and retarding chemical admixture in concrete, complying ASTM C-494 Type - D of approved brand/origin/manufacturer and supplied by only manufacturer's authorised dealer with certificate of origin. The admixture to reduce the quantity of mixing water required to produce concrete of given consistency, i.e. low water-cement (W/C) ratio and intend to retard setting time of concrete, specially for layered, thick laid concrete etc.

liter

Tk.

278.00

07.16.5

Supply and use of water-reducing and accelerating chemical admixture in concrete, complying ASTM C-494 Type - E of approved brand/origin/manufacturer and supplied by only manufacturer's authorised dealer with certificate of origin. The admixture to reduce the quantity of mixing water required to produce concrete of given consistency, i.e. low water-cement (W/C) ratio and intend to accelerate setting time of concrete, and early strength gain in concrete etc.

liter

Tk.

217.00

07.16.6

Supply and use of water-reducing high range chemical admixture in concrete, complying ASTM C-494 Type - F of approved brand/origin/manufacturer and supplied by only manufacturer's authorised dealer with certificate of origin. The admixture required to produce concrete of consistency by 12% or greater (flowing concrete) and for higher strength of concrete.

liter

Tk.

290.00



Item No.

101

Description of Item

Unit

Unit Rate

07.16.7

Supply and use of water-reducing high range and retarding chemical admixture in concrete, complying ASTM C-494 Type - G of approved brand/origin/manufacturer and supplied by only manufacturer's authorised dealer with certificate of origin. The admixture required to produce concrete of consistency by 12% or greater (flowing concrete) and for higher strength of concrete and intend to retard setting time of concrete.

liter

Tk.

205.00

07.17

Supply and use of best quality pliable, cold applied pre-formed self adhesive rubberized/ bituminous water proofing membrane of approved brand / origin / manufacturer from an authorized local agent or manufacturer having minimum thickness 1.5 mm, lined with 2 ply cross laminated high density polyethylene film performances and properties all conforming to ASTM standards and laying, placing, fixing on made up firm and dry surfaces free from hollows, sharp protrusions, contaminates etc. laid over-lap by at least 75 mm along the edges and 125 mm at ends ensuring good initial bond with the surfaces all complete under the strict accordance with the manufacturer recommendations and instructions providing all safety provisions in all respects and accepted by the Engineer. (supplied by only manufacturer's authorised dealer with certificate of origin) under following specification: Backing(HDPE) thickness minimum 0.10mm Membrane thickness minimum 1.40mm Total thickness

minimum 1.50mm

Cold flexibility greater than (-)200C: ASTM D146 Pliability: "No crack" tested in ASTM D146 Tensile strength (film only) min 3.50 MPa( 35000 kN/m2) testing in ASTM D882 Tensile strength (composite) at least 2.40 MPa or N/mm2 Elongation (composite) min 300% Cycling over crack at (-) 32 0C No effect 100 cycles ASTM C836-89a Puncture resistance greater than 240N ASTM E 154-88 Resistance to hydrostatic head at least 50m ASTM D5385 Tear resistance min 4.0 MPa (N/mm2) Adhesion to primed concrete min 4.0N/mm : ASTM D1000 Water vapor transmission less than 0.10g/m2 per hour : ASTM E96 Water absorption in 24 hour less than 0.33% ASTM D570 Heat stability (+) 900C environmental complience to conform: ASTM D543 07.17.1

Water-proofing membrane on external surface of primed vertical or inclined wall /on plastered and primed back-wall and concrete cast against membrane. (Excluding cost of back fill/brick wall on back/plaster when membrane laid on back-wall and concrete cast against membrane which to be paid as per corresponding items in this schedule)

sqm

Tk.

999.00

07.17.2

Water-proofing membrane on made up surface below the floor or below the horizontal surfaces with temporary protective cover using polysterene/38 mm thick sand-cement mortar in 4:1 /or by equally effective alternative. (Rate is excluding the cost of protective cover which to be paid as per corresponding items in this schedule)

sqm

Tk.

871.00

07.17.3

Water-proofing membrane on the floor or on the horizontal surfaces with permanent protective cover & wearing coarse. (Rate is excluding the cost of protective cover and wearing coarse which to be paid as per corresponding items in this schedule)

sqm

Tk.

908.00



Item No.

102

Description of Item

Unit

07.18

Supply of polymer based curing compound as per ASTM C 309 or BS 7542-1992 standard and apply by stirring & spraying with motorized sprayers over the surface of fresh concrete free from surface water and avoiding bleeding of concrete maintaining the spray nozzle approximately 450 mm away from the concrete surface with passed back and forth to ensure complete coverage confirming the pump pressure for fine spray and keeping the concrete surface undisturbed until it has sufficient strength to bear surface loads [The suitability of motorized sprayer should be ensured by an application trial] ensuring adequate ventilation to avoid inhalation of vapors and contact with skin and eyes all complete and accepted by Engineer-in-charge.

sqm

Tk.

156.00

07.19

Supply of epoxy bonding agent following ASTM C881 / C881M - 14 or any international acceptable standard and apply over the old concrete surface after making free of standing water, removal of dust, laitance, grease, curing compounds, impregnations, waxes and any other contaminants to achieve optimum bonding in between fresh and old concrete and accepted by the Engineer-in-charge.

sqm

Tk.

978.00

07.20

Supply of best quality salt guard coating on concrete surface following ASTM B117 delivered from authorized local agent of the manufacturer in a sealed container and apply by a firm experienced in applying salt guard coating or workers trained and approved by manufacturer to wall and ceiling in 2 coats elapsing specified time for drying/ recoating including cleaning and sand papering making the surface free from loose and efflorescence, flaky materials, dirt, grease, wax, polish, scraping all chalked and scaled materials, applying the paint by brush/spray following manufacturer's written instructions and necessary scaffolding etc. all complete and accepted by the Engineer-in-charge

sqm

Tk.

36.00

………………….. END OF DIVISION SEVEN ………………….

Unit Rate

M.S. FABRICATION AND CONSTRUCTION JOINT IN RCC WORKS


103

DIVISION 08: M.S. FABRICATION AND CONSTRUCTION JOINT IN RCC WORKS Item No.

Description of Item

Unit

Unit Rate

08.1

Supplying, fabrication and fixing to detail as per design : ribbed or deformed bar reinforcement for Reinforced cement concrete, produced and marked in accordance with BDS ISO 6935 - 2: 2006 (or standard subsequentley released from BSTI) including straightening and cleaning rust, if any, bending and binding in position with supply of G.I. wires, necessary laboratory tests (excluding splices or laps) etc. complete in all respect and accepted by the Engineer-in-charge (Measurement shall be recorded only on standard mass per unit length of bars, while dia of bars exceeds its standard)

08.1.1

Grade 300 (RB 300 /RB 300W: complying BDS ISO 6935-2:2006) ribbed or deformed bar produced and marked according to Bangladesh sandard, with minimum yield strength, fy (ReH)= 300 MPa but fy not exceeding 330 MPa and whatever is the yield strength within allowable limit as per BNBC/ ACI 318, the ratio of ultimate tensile strength fu to yield strength fy, shall be at least 1.25 and minimum elongation after fracture and minimum total elongation at maximum force is 16% and 8% respectively : up to ground floor

kg

Tk.

79.00

08.1.2

Grade 400 (RB 400 /RB 400W: complying BDS ISO 6935-2:2006) ribbed or deformed bar produced and marked according to Bangladesh standard, with minimum yield strength, fy (ReH)= 400 MPa but fy not exceeding 450 MPa and whatever is the yield strength within allowable limit as per BNBC/ ACI 318, the ratio of ultimate tensile strength fu to yield strength fy, shall be at least 1.25 and minimum elongation after fracture and minimum total elongation at maximum force is 16% and 8% respectively : up to ground floor.

kg

Tk.

82.00

08.2

Extra rate for M.S. Fabrication work in additional floor shall be incorporated in the estimate

08.2.1


kg

Tk.

0.48

08.2.2


kg

Tk.

0.97

08.2.3


kg

Tk.

1.45

08.3

Mild steel, grade 250 with minimum fy = 250 MPa, work in roof truss : supplying and fabrication of mild steel sections as per design, hoisting, fitting and fixing in position with bolt and nuts or rivets or welds and providing two coats of anti-corrosive paint over a prime coat of red oxide paint etc. complete and accepted by the Engineer-incharge.(Measurement to be given for truss member only).

kg

Tk.

138.00

08.4

Supplying fan hook 300-grade (RB 300) of 16 mm diameter M.S. rod (one meter straight length) having rounded hook at the middle of bar in proper size so as to be concealed within fan cup including fabrication, fitting and fixing in all floor accepted by the Engineerin-charge.

each

Tk.

113.00

08.5

Installtation of water stopper at movable and immovable RCC green joints as per following specification.

08.5.1

Supplying, fitting and fixing ribbed PVC water stopper with non centre bulb of width approx. 250 mm and approx 9 mm thick for immovable (non working) RCC joints, having minimum tensile strength of 8.27 MPa (approx. 1200 psi) min ultimate elongation 350%, approximate hardness 50, minimum tear resistance 0.0175 kN/mm (100 lbs/inch) at RCC construction green joints in basements, approved and in consultation with design office, providing 38 mm x 62 mm wooden batten at the top and bottom of water stopper, holding in position and keeping the water stopper in true horizontal or vertical by appropriate means as where necessary etc; all complete and accepted by the Engineer-in-charge.

meter

Tk.

1,017.00

M.S. FABRICATION AND CONSTRUCTION JOINT IN RCC WORKS

Item No.


104

Description of Item

Unit

08.5.2

Supplying, fitting and fixing ribbed PVC water stopper with centre bulb of width approx. 250 mm and approx 9 mm thick for immovable (non working) RCC joints, having minimum tensile of strength 8.27 MPa (approx. 1200 psi) minimum ultimate elongation 350%, approximate hardness 50, minimum tear resistance 0.0175 kN/mm (100 lbs/inch) at RCC construction green joints in basements, approved and in consultation with design office, providing 38 mm x 62 mm wooden batten at the top and bottom of water stopper, holding in position and keeping the water stopper in true horizontal or vertical by appropriate means as where necessary etc; all complete and accepted by the Engineer-in-charge.

meter

Tk.

1,017.00

08.6

Supplying, fitting and fixing 250 mm wide 16 SWG aluminium sheet water stopper in RCC construction joint holding in position and keeping the water stopper in true horizontal or vertical by appropriate means as where necessary etc; all complete and accepted by the Engineer-in-charge.

meter

Tk.

331.00

08.7

Providing bearing joints fixed or free with 250 mm x 375 mm x 10 mm M.S. (Grade - A36) shoe plate fitted in the truss angles with 16 mm diameter M.S. rod counter sunk rivets, welded and anchored to 250 x 375 x 10 mm. M.S shoe plate by two Nos. 19 mm dia M.S. “U” rod embedded in the bed of the lintel around the reinforcement, cleaning and greasing the joints for all floors etc. all complete and accepted by the Engineer-in-charge

each

Tk.

2,298.00

………………….. END OF DIVISION EIGHT …………………..

Unit Rate


PILE WORKS AND PILE TEST

105

DIVISION 09: PILE WORKS AND PILE TEST Item No.

Description of Item

Unit

Unit Rate

09.1

Boring/drilling by wash or percussion method for cast in situ pile up to the required depth and diameter with minimum 6 m long temporary steel casing, true to vertical, providing bentonite slurry and maintaining water level in the hole, washing the hole for at least 30 minutes, cleaning the bore hole and making the bore hole ready for placing steel cage and concreting including hire charge of rig set with winch machine, tripod stand, tremie pipe, cost of fuel, lubricant, mobilization, demobilization, maintenance, spares, stand-byes, insurance coverage, water, electricity and other charges all compete, approved and accepted by the Engineer-in-charge. Before commencing boring operation, contractor shall submit the method statement of cast-in-situ pile work including sequence of boring and casting, disposal of spoils, test result of materials to the Engineer-in-charge for approval. However, Engineer‟s approval shall not relieve the contractor of his responsibilities and obligations under contract.

09.1.1

400 mm dia

meter

Tk.

502.00

09.1.2

450 mm dia

meter

Tk.

661.00

09.1.3

500 mm dia

meter

Tk.

794.00

09.1.4

550 mm dia

meter

Tk.

980.00

09.1.5

600 mm dia

meter

Tk.

1,167.00

09.2

Auger Boring/ Rotary Drilling for cast in situ pile up to the required depth and diameter with minimum 6 m long temporary steel casing, true to vertical, providing bentonite slurry and maintaining water level in the hole, washing the hole for at least 30 minutes, cleaning the bore-hole and making the borehole ready for placing steel cage and concreting including hire charge of rig set, trimie pipe, cost of fuel, lubricant, mobilization, demobilization, maintenance, spares, stand-byes, insurance coverage, bentonite, water, electricity and other charges all compete approved and accepted by the Engineer-incharge. Before commencing boring operation, contractor shall submit the method statement of cast-in-situ pile work including sequence of boring and casting, disposal of spoils, test result of materials to the Engineer-in-charge for approval. However, Engineer‟s approval shall not relieve the contractor of his responsibilities and obligations under contract.

09.2.1

600 mm dia

meter

Tk.

3,388.00

09.2.2

750 mm dia

meter

Tk.

4,065.00

09.2.3

1000 mm dia

meter

Tk.

5,646.00

09.3

Removing of spoils / mud accumulated during boring for cast in situ pile by wash boring from working site to a safe distance by contractor‟s own arrangement i.e. with container set in truck or on cart including loading, unloading everything complete as per standard practice and accepted by the Engineer-in-charge. (Quantity should be given three times of solid volume of boring)

cum

Tk.

557.00



Item No.

106

Description of Item

Unit

Unit Rate

09.4

Cast in situ pile with reinforced cement concrete works of high slump by adding high range water reducing admixture (ASTM C494 Type A or F) with minimum cement content relates to mix ratio 1 : 1.5 : 3 having minimum f'cr = 26 Mpa, and satisfying a specified compressive strength f‟c = 21 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM -1,52.5 N / ASTM-C 150 Type – I, best quality coarse sand [Sylhet sand or coarse sand of equivalent F.M.2.2], 20 mm down well graded crushed stone chips conforming to ASTM C-33, including breaking chips, screening through proper sieves, making, placing re-bar cage in position, placing and removing tri-pod as per requirement, pouring the concrete in bore-hole with the help of a tremie pipe, maintaining the tremie pipe immersed in concrete by at least 1 meter throughout the period of concreting, maintaining required slump, etc. mixing the aggregates with standard mixer machine with hopper, casting in forms, all complete including water, electricity, testing of materials and concrete etc and other charges as per design, drawing etc all complete approved and accepted by the Engineerin-charge. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding, placing and admixture (approx doses 150 to 250 ml per bag of cement which is to be fixed upon consultation with design office))

cum

Tk. 13,463.00

09.5

Providing and making point welding at contact point of the spiral binders at reasonable intervals with the main reinforcements by electric arc welding for construction of cast in situ bored pile carefully with highly oxidized electrodes, making the points prominent and accepted by the Engineer-in-charge (Rate is inclusive of all materials labour, tools and plants, electricity and all equipment).

point

Tk.

3.00

09.6

Providing and making welded splice over two sides of contact by welding of minimum 300 mm length at the lap of main reinforcement in re-bar cage to be placed in bore-hole where necessary by electric arc welding with highly oxidized electrodes making the joint prominent all complete and accepted by the Engineer-in-charge. (Rate is inclusive of all materials labour, tools and plants, electricity and all equipment).

meter of weld

Tk.

570.00

09.7

Labour for breaking head of hardened cast in situ bored pile/pre-cast pile up to a required length by any means but without damaging the rest and removing the dismantled materials such as concrete to a safe distance including scraps and cleaning concrete from steel/M.S. rods, straightening and bending of pile bars, preparation and making platform where necessary, carrying, all sorts of handling, stacking the same properly after clearing, leveling and dressing the situ and clearing the bed etc. complete in all respect and accepted by the Engineer-in-charge. (Measurement will be given for the actual pile head volume to be broken)

cum

Tk.

4,673.00

09.8

Conducting static load test as per ASTM D1143 or equivalent standard for the cast-insitu/pre-cast pile providing required scaffolding, bracing, jacks, pressure test gauge, loading unloading, Kentledge and other plants and equipment including staging, mobilization, demobilization, hire charge, gunny bags, sand and filling sacs/gunny bags for loading, record readings and preparation of results in standard forms and other incidental charges as per standard practice and procedures including submission of load test report, furnishing all graph and chart etc. complete in all respect approved and accepted by the Engineer-in-charge (Minimum two cyclic loading; one at service load and another cycle at double the service load then to continue loading till failure of the pile). Before commencing load test, contractor shall submit method statement for conducting load test to the Engineer-in-charge for approval. However, Engineer‟s approval shall not relieve the Contractor of his responsibilities and obligations under Contract. Load test and report shall be conducted under the supervision of a professional Geotechnical Engineer registered in BPERB or Geotechnical firm registerd in PWD. Boring and pouring logs / driving logs of piles and method statement shall be the part of load test report.



Item No.

Description of Item

Unit

107

Unit Rate

09.8.1

Mobilization & de-mobilization of testing equipment

per set per site

Tk.

4,105.00

09.8.2

Calibration of pressure gauge

per set per site

Tk.

6,520.00

09.8.3

For 50 tonne load for 1 no of test

per test

Tk. 73,338.00

09.8.4


per test

Tk. 123,177.00

09.8.5


per test

Tk. 173,017.00

09.8.6


per test

Tk. 224,571.00

09.8.7


per test

Tk. 276,053.00

09.8.8


per test

Tk. 325,121.00

09.8.9


per test

Tk. 374,188.00

09.8.10


per test

Tk. 423,255.00

09.9

Rate for incremental loading

09.9.1

For intermediate loading from 50 tonne to 100 tonne for each additional tonne

per tonne

Tk.

1,349.00

09.9.2

For intermediate loading from 100 tonne to 150 tonne for each additional tonne.

per tonne

Tk.

1,193.00

09.9.3


per tonne

Tk.

1,138.00

09.9.4


per tonne

Tk.

1,114.00

09.9.5


per tonne

Tk.

1,094.00

09.9.6


per tonne

Tk.

1,077.00

09.9.7


per tonne

Tk.

1,064.00



Item No.

Description of Item

Unit

108

Unit Rate

09.10

Pre-cast pile made in reinforced cement concrete with minimum cement content relates to mix ratio 1:1.25:2.5 having minimum f'cr = 35 Mpa, and satisfying specified compressive strength f‟c = 30 Mpa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1- CEM-I (52.5 N) / ASTM-C 150 Type – I, best quality coarse sand (F.M.2.2), 20 mm down well graded crushed stone chips conforming to ASTM ASTM C-33, mixing in standard mixture mixture machine and fed by standard measuring boxes, including all related works like screening through proper sieves, cleaning and washing, centering and shuttering with M.S sheet, M.S angle, F.I bar, nuts and bolts, champering edges if so, preparation of casting beds, laying polythene there in, placing reinforcement cages in position, casting, compacting by vibrators and tapered rods as where necessary, curing for 28 days etc. cost of water, electricity and other charges, providing fitting and fixing pile shoe in position, tools, plants & equipments, mobilization, demobilization, labour, test of materials and concrete etc. all complete as per design, drawing and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)

09.10.1

250 mm x 250 mm size pre-cast pile (1:1.25:2.5) with stone chips

meter

Tk.

965.00

09.10.2


meter

Tk.

1,347.00

09.10.3


meter

Tk.

1,777.00

09.10.4


meter

Tk.

2,294.00

09.10.5


meter

Tk.

2,866.00

09.11

Pre-cast pile shoe making & supplying pre-fabricated frustum of square cone having four sides and a toe made of 6 mm thick ASTM A36 complied MS steel plate jointed by line welding, 4 nos 12 mm dia deformed MS bar jointed by line welding with MS plate along the four edges of shoe aligning the corner main bar of the pile and 1 no 12 mm dia bar to fix with and perpendicular to shoe toe plate aligning centre of pile, including cutting, shaping, sizing of MS plate and bar, all complete as per design & drawing and accepted by the Engineer-in-charge

each

Tk.

2,725.00

09.12

Mobilization and demobilization of drop hammer type type pre-cast pile driving rig.

per set per site

Tk.

8,597.00

09.13

Driving 250 mm x 250 mm size pre-cast pile with drop hammer type rig, and maintaining driving log in prescibed format Before commencing driving operation, contractor shall submit method statement for carrying out the driving operation including sequence of driving to the Engineer-in-charge for approval. However, Engineer‟s approval shall not relieve the contractor of his responsibilities and obligations under contract.

meter

Tk.

404.00

09.14

Driving 300 mm x 300 mm size pre-cast pile with drop hammer type rig, and maintaining driving log in prescibed format Before commencing driving operation, contractor shall submit method statement for carrying out the driving operation including sequence of driving to the Engineer-in-charge for approval. However, Engineer‟s approval shall not relieve the contractor of his responsibilities and obligations under contract.

meter

Tk.

531.00

09.15

Driving 350 mm x 350 mm size pre-cast pile with drop hammer type rig, and maintaining driving log in prescibed format. Before commencing driving operation, contractor shall submit method statement for carrying out the driving operation including sequence of driving to the Engineer-in-charge for approval. However, engineer‟s approval shall not relieve the contractor of his responsibilities and obligations under contract.

meter

Tk.

708.00



Item No.

109

Description of Item

Unit

Unit Rate

09.16

Mobilization and demobilzation of automatic diesel hammer mounted complete rig set.

per set per site

Tk. 181,117.00

09.17

Driving 250 mm x 250 mm size pre-cast pile by rig fitted with automatic diesel operated hammer. Before commencing driving operation by rig fitted with automatic diesel operated hammer, contractor shall submit method statement for carrying out the operation including sequence of driving to the Engineer-in-charge for approval. However, engineer‟s approval shall not relieve the contractor of his responsibilities and obligations under contract.

meter

Tk.

628.00

09.18


meter

Tk.

812.00

09.19


meter

Tk.

863.00

09.20

Driving 400 mm x 400 mm size pre-cast pile by rig fitted with automatic diesel operated hammer. Before commencing driving operation by rig fitted with automatic diesel operated hammer, contractor shall submit method statement for carrying out the operation including or approval. However, engineer‟s approval sequence of driving to the Engineer-in-charge f or shall not relieve the contractor of his responsibilities and obligations under contract.

meter

Tk.

920.00

09.21


meter

Tk.

986.00

09.22

Pre-cast driven micro-pile with reinforced cement concrete works with minimum cement content relates to mix ratio 1:1.25:2.5 having minimum f'cr = 35 MPa, and satisfying a specified compressive strength f‟c = 30 MPa at 28 days on standard cylinders as per standard practice of Code ACI/BNBC/ASTM & cement conforming to BDS EN-197-1CEM-I (32.5 to 52.5 N) / ASTM-C 150 Type – I, best quality coarse sand (F.M.2.5) and 20 mm down well-graded crushed stone chips conforming to ASTM C-33, mixing in standard mixture machine with hopper and fed by standard measuring boxes, including cost of breaking chips, screening through proper sieves, cleaning and washing, centering and shuttering with M.S sheet, M.S angle, F.I bar, nuts and bolts, preparation of bed, laying polythene, placing of reinforcement cage, casting, compacting by vibrators and tapered rods, curing for 28 days etc. including cost of water, electricity and other charges, providing pile shoe as per design and drawing, driving the pile up to the design depth as per standard practice or specified method providing head cushion, all equipments including mobilization, demobilization and hire charge of driving set, champering, test of materials and concrete etc. including carrying all complete approved and accepted by the Engineer-in-charge. (Rate is excluding the cost of reinforcement and its fabrication, binding, welding and placing)

09.22.1

Casting of 180 mm x 180 mm x 7.6 m Pile with reinforced cement concrete (1:1.25:2.5) with stone chips

meter

Tk.

506.00

09.22.2

Casting of 205 mm x 205 mm x 7.6 m Pile with reinforced cement concrete (1:1.25:2.5) with stone chips

meter

Tk.

634.00



Item No.

Description of Item

Unit

110

Unit Rate

09.22.3

Driving of 180 mm x 180 mm x 7.6 m pre-cast pile

meter

Tk.

159.00

09.22.4

Driving of 205 mm x 205 mm x 7.6 m pre-cast pile

meter

Tk.

189.00

09.22.5

Supply of Cold-Drawn Wire Pre-stressed Concrete (CWPC) micro-pile which is made by using cold drawn wire minimum cement content relates to mix ratio 1:1.5:3 cement conforming to BDS EN-197-1-CEM-1, 52.5N (52.5MPa) / ASTM-C 150 type - 1, having minimum f'cr = 35 MPa and satisfying specified compressive strength f'c= 30 MPa at 28 days best quality coarse sand (F.M. 2.2), 20 mm down well graded stone chips conforming to ASTM C-33, mixing in standard mixture machine and fed by standard measuring boxes, including cost of all kind of reinforcement BDS ISO 6935-2:2006 including strengthening and cleaning rust if any bending and binding in position with supply of GI wires (24 BWG), centering and shuttering with M.S. sheet, M.S. angle, F.I. bar, nuts and bolts, preparation of bed, supplying & tensioning of cold drawn wire, laying polythene, placing of reinforcement cage in position, casting, compacting by vibrator and tapered rods, curing at least 28 days etc. including cost of water, electricity and other charges, proving pile shoe making with 20 BWG plane sheet, as per design and drawing including an equipments mobilization, demobilization champering edges if so including the cost of water electricity and other charges all complete as per design, drawing and accepted by the Engineer-incharge. (Excluding the cost of carrying and driving of pile). Maximum length: Up to 7620mm (fixed size x-section: 180 mm x 180 mm)

meter

Tk.

1,003.00

09.23

PIT (Pile integrity test) : Conducting low strain dynamic testing of pile as per ASTM D5882-The standard method for low-strain integrity testing of pile by a qualified and approved PIT expert, preparing pile heads and providing all relevant materials, equipment, experts, labour, mobilization, demobilization, data acquisition and analysis, preparation of results in standard forms and compiling final report with recommendations on the tests etc. complete in all respect approved and accepted by the Engineer-in-charge. (Report shall contain driving log / boring and pouring logs, graphs & statement on "Callibration Pile" (pile that tested for its capacity and PIT done eralier on it, at a place of known soil profiles), soil investigation report. (Caliberation pile shall be made and tested first). Method statement for conducting PIT shall be submitted to the Engineer for approval, and shall be the part of PIT report, However, Engineer's approval shall not relieve the contractor of his responsibilities and obligations under contract

09.23.1

Mobilization and demobilization to site and PIT on12 (twelve) piles or less

upto 1st 12 piles

Tk.

24,149.00

09.23.2

For PIT test of each additional pile after 12 (Twelve) pile tested at same site

per pile

Tk.

1,207.00

09.24

Pre-cast spliced pile jointing by supplying, fitting, fixing prefabricated square shaped two steel caps made up by 6 mm thick ASTM A36 complied M.S plate, sides formed by bent in channel shape to have only two line of joinery on faces, having min 50 mm dia hole on its web; capping by min 12 mm thick ASTM A36 complied M.S plate shaping the edges in 45°, having min 40 mm dia hole at centre to pass 25 mm M.S bar 433 mm in length; jointed at channels root by welding; caps fitted with 2 nos BDS ISO 6935-2009: 6935-200 9: B400 DWR complied d20 U-bar 1244mm in length by welding, equidistant from centre holes of cap and shall have min 75 mm clear from pile faces; and finally, the system to be fitted in correct alignments on pile head positions waiting for concreting; both the pile heads fitted with the steel caps to be welded together through v-notches in field, while one of the companion segment of piles drived in ground and other one placed over it maintaining true verticality; all complete as per direction and stepwise approval leading to final approval of Engineer-in- charge.

09.24.1

X-sec of pre cast pile segments :300 mm x 300 mm

each

Tk.

9,286.00



Item No.

Description of Item

111

Unit

Unit Rate

09.24.2


each

Tk. 10,610.00

09.24.3


each

Tk. 12,076.00

09.24.4


each

Tk. 12,611.00

09.25

Pile Driving by Hydraulic Static Pile Driver

09.25.1

Mobilization and demobilzation of hydraulic static pile driver (Upto (Upto 500 metric ton capacity)

per set per site

Tk. 652,021.00

09.25.2.1

Driving pre-cast pile of 300 mm x 300 mm X-section made with shoe/ without shoe by Hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with necessary cranes, power source, maintaining driving log and record of pressure exerted on piles driven in to desired RL or capacity level ; complete in all respect including handling of piles, dressing & leveling of site, way making, surveying, layout setting etc ended with the submission of pile driving report in three copies duly signed by professional engineer and approved by the Engineer-in-charge.

meter

Tk.

808.00

09.25.2.2

Driving pre-cast pile of 350 mm x 350 mm X-section made with shoe/ without shoe by Hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with necessary cranes, power source, maintaining driving log and record of pressure exerted on piles driven in to desired RL or capacity level ; complete in all respect including handling of piles, dressing & leveling of site, way making, surveying, layout setting etc ended with the submission of pile driving report in three copies duly signed by professional engineer and approved by the Engineer-in-charge.

meter

Tk.

870.00

09.25.2.3

Driving pre-cast pile of 400 mm x 400 mm X-section made with shoe/ without shoe by hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with necessary cranes, power source, maintaining driving log and record of pressure exerted on piles driven in to desired RL or capacity level ; complete in all respect including handling of piles, dressing & leveling of site, way making, surveying, layout setting etc ended with the submission of pile driving report in three copies duly signed by professional engineer and approved by the Engineer-in-charge.

meter

Tk.

943.00

09.25.2.4

Driving pre-cast pile of 450 mm x 450 mm X-section made with shoe/ without shoe by hydraulic static pile driver of approx. 500 tonne (metric ton) capacity; arranged with necessary cranes, power source, maintaining driving log and record of pressure exerted on piles driven in to desired RL or capacity level ; complete in all respect including handling of piles, dressing & leveling of site, way making, surveying, layout setting etc ended with the submission of pile driving report in three copies duly signed by professional engineer and approved by the Engineer-in-charge.

meter

Tk.

984.00

………………….. END OF DIVISION NINE …………………..

STRUCTURAL STEEL WORKS, SHEET ROOFING AND SAFETY CANOPY


112

DIVISION 10: STRUCTURAL STEEL WORKS, SHEET ROOFING AND SAFETY CANOPY Item No.

Description of Item

Unit

Unit Rate

10.1

Supply and fixing of galvanized anchor bolts of variable dia for rigid frame conforming to ASTM F1554 Grade 55, Galvanized to A153, Class C or equivalent with minimum yield strength of 380 MPa, manual of steel construction by American Institute of Steel Construction (AISC) etc. including the cost of washer & bolts, material testing etc. all complete as per drawing, specification and direction of the Engineer-in-charge.

kg

Tk.

180.00

10.2

Supply, fabrication and installation of built-up sections i.e. columns, beams, rafters, bracings etc. from steel plates conforming to ASTM A572, with a minimum yield strength of 345 MPa, including the cost of testing of plates, applicaton of red/grey-oxide primer etc. all complete as per drawing, specification and direction of Engineer-in-charge.

kg

Tk.

135.00

10.3

Supply, fabrication and installation of built-up sections i.e. columns, beams, rafters, bracings etc from steel plates conforming to ASTM A36, with a minimum yield strength of 250 MPa, including the cost of testing of plates, application of red/grey-oxide primer etc. all complete as per drawing, specification and direction of Engineer-in-charge.

kg

Tk.

129.00

10.4

Supply, fabrication and installation of hot-rolled sections (W, H, I-shape, Channel, angle, tube etc.) for columns, beams, rafters, bracings etc. conforming to ASTM A36, with a minimum yield strength of 250 MPa, including the cost of testing of plates, application of red/grey-oxide primer etc. all complete as per drawing, specification and direction of Engineer-in-charge.

kg

Tk.

132.00

10.5

Supply and fixing of connection bolts of variable diameter with nut and washer according to "ASTM A325 Type 1 or equivalent” with Fu =720 Mpa, including the cost of testing of bolts, all complete as per drawing, specification and direction of Engineer-In-Charge.

kg

Tk.

314.00

10.6

Supply and fixing of connection bolts of variable diameter with nut and washer according to "ASTM A307 Type A or equivalent” with Fu =414 Mpa, including the cost of testing of bolts, all complete as per drawing, specification and direction of Engineer-In-Charge.

kg

Tk.

259.00

10.7

Supply and installation of GI purlin & girt of any size conforming to "ASTM A653" grade 45, with a minimum yield strength of 310 MPa, including the cost of testing of materials, all complete as per drawing, specification and direction of Engineer-in-charge.

kg

Tk.

137.00

10.8

Supply and fixing of sag rod conforming to grade 40, with a minimum yield strength of 275 MPa, including the cost of making threads, nuts and washers, red oxide primer etc. all complete as per drawing, specification and direction of Engineer-in-charge.

kg

Tk.

127.00

10.9

Supply and fixing of cable/wire bracing conforming to "ASTM A475" with a minimum yield strength of 119.3 MPa, with I-bolt and hill side washer, all complete as per drawing, specification and direction of Engineer-in-charge.

meter

Tk.

214.00

10.10

Supplying and fixing of shear stud of variable dia conforming to ASTM A108 or equivalent with minimum yield strength of 275 MPa, including the cost testing, welding etc. all complete as per drawing, specification and direction of Engineer-in-charge.

kg

Tk.

157.00

10.11

Supply and installation of 0.70 mm thick galvanized decking panel according to ASTM A653, with minimum yield strength of 345 MPa, including all necessry accessories (sheeting screws with washers, sealants etc.), testing of materials etc. all complete as per drawing, specification and direction of Engineer-in-charge.

kg

Tk.

181.00


Item No.


113

Description of Item

Unit

Supply and installation of 0.47 mm thick zinc alum color coated profile sheet for roof, wall, caping, flashing, trimming, gutter etc. conforming to ASTM A792, Grade: 80, AZ150 gm/m2 including the cost of necessary accessories (sheeting screws with washers, silicon sealant etc.), testing of materials etc. all complete as per drawing specification and direction of Engineer-in-charge.

kg

Tk.

211.00

10.13

Supply and installation of 0.457 mm thick corrugated galvanized iron sheet (Bangladesh made) having min weight 63-65 kg per bundle (2'-6" width, 70 – 72 rft long) fitted and fixed on M.S. sections with 'J' hook or wooden purlin with screws, limpet washers and putty etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

555.00

10.14

Supply and installation of 2.0 mm thick fiber glass sheet (transparent sheet) for roof, wall etc. on M.S. purlin, angle etc. with 'J' hook or screws with washer and putty, all complete as per drawing, specification and direction of Engineer-in-charge.

sqm

Tk.

1,315.00

10.15

Supply and installation of double bubble foil insulation at wall and roof of nominal thickness of 8 mm conforming to Class A in accordance with the ASTM-E84-09 fire test standard, including the cost of lapping, costape, adhesive and necessary accessories, all complete as per drawing, specification and direction of Engineer-in-charge.

sqm

Tk.

283.00

10.16

Premium Synthetic Enamel paint of approved best quality and colour delivered from authorized local agent of the manufacturer(Berger robbialac supergloss synthetic enamel/Elite lucky seven/ Asian apcolipe premium paint or equivalent brand) in a sealed container, having highly water resistant, high bondibilty, flexiblity property; using specified brand thinner applying to metallic surface by spray in two coats over single coat anticorrosive coating including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, all complete in all floors accepted by the Engineer-incharge. (payment shall be made on strucutral steel weight basis)

kg

Tk.

9.00

10.17

Supply and application of corrosion protection paint to the surface of the structural steel members conforming to SA 2.5; Steel members to be shot blasted inside the enclosed shot blasting chamber, final coat paint must be applied on site after installation, including the cost of primer, testing and necessaey accessories, all complete as per drawing, specification and direction of Engineer-in-charge.

kg

Tk.

26.00

10.18

Supply and pouring of non-shrink grout to steel column bases conforming to ASTM C 109 having compressive strength not less than 45 MPa, including the cost of shutter and necessary accessories, all complete as per drawing, specification and direction of Engineer-in-charge.

cum

Tk. 145,213.00

10.19

0.27 mm thick galvanized iron plain sheet ridging with 300 mm lap on either side fitted and fixed with galvanized bolts and nuts etc. all complete and accepted by the Engineerin-charge.

10.19.1

Galvanized

meter

Tk.

422.00

10.19.2

Colored

meter

Tk.

464.00

10.20

1.5 mm thick plain fiber glass sheet ridging with 300 mm lap on either side fitted and fixed with galvanized bolts and nuts etc. all complete and accepted by the Engineer-incharge.

meter

Tk.

769.00

10.12

Unit Rate

,


Item No.


114

Description of Item

Unit

10.21

Saftey Canopy: Supplying temporary safety canopy around construction work place where public safety is likely to be endangered due to construction activities; which shall be made of truss system of steel sections (main frame) at 1800 mm c/c with purlins @ 750 mm c/c, making flooring system by corrugated galvanized iron sheets of thickness 0.45 mm, laying wire mesh net on iron sheets, providing continuous gutter along the edges of the building with downpipe @ 6000 mm c/c, including fitting and fixing in position providing necessary anchors, cables, wires, ties etc. by standard anchoring and welding, nut-bolts etc, all complete and accepted by the Engineer-in-charge

sqm

Tk.

1,923.00

10.22

Saftey net: Supplying temporary safety net (hessian cloth) around construction work place (along the height of the building) where public safety is likely to be endangered due to construction activities; which shall be supported using scaffolding around the building for brick work/ plaster; including fitting and fixing in position providing necessary anchors, wires, ties etc. all complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of scaffolding)

sqm

Tk.

42.00

………………….. END OF DIVISION TEN …………………..

Unit Rate

WOOD WORKS IN DOOR AND WINDOW FRAME, ROOF TRUSS AND RAILINGS


115

DIVISION 11 : WOOD WORKS IN DOOR AND WINDOW FRAME, ROOF TRUSS AND RAILINGS Item No.

Description of Item

Unit

Unit Rate

11.1

Supplying and making door and window frames (Chowkat) for all floors with matured seasoned wood of required size. Painting two coats of coal tar to the surface in contact with wall. Fitting and fixing in position etc. all complete and accepted by the Engineer-incharge. (All sizes of wood are finished).

11.1.1

Mehgoni

cum

Tk. 120,461.00

11.1.2

Garjan/ Jam/ Local sal

cum

Tk. 130,410.00

11.1.3

Silkarai

cum

Tk. 154,787.00

11.1.4

Teak Chambal /Jarul

cum

Tk. 200,057.00

11.1.5

Chittagong Teak

cum

Tk. 249,308.00

11.1.6

Burma Teak

cum

Tk. 354,275.00

11.2

Supplying, fitting and fixing M.S. flat bar clamp of 225 mm x 38 mm x 6 mm size having bifurcated ends to door and window frames with necessary screws including cutting grooves in chowkat if necessary and encasing inside the wall with cement concrete (1:2:4) etc, all complete and accepted by the Engineer-in-charge.

each

Tk.

97.00

11.3

Supplying, fitting and fixing M.S. flat bar clamp of 150 mm x 38 mm x 6 mm size having bifurcated ends to door and window frames with necessary rowel plug, screws etc. including cutting grooves in chowkat if necessary etc. all complete and accepted by the Engineer-in-charge.

each

Tk.

97.00

11.4

Supplying, fitting and fixing double leaf door frame for all floors made with 38mm x 38 mm x 6 mm M.S. angle fitted with 150 mm long 6 nos. iron clamps of same size M.S. angle (with one end bifurcated) with the vertical members of the frame, fixing the frame in wall with cement concrete (1:2:4), mending good the damages, fixing 6 Nos. of 100 mm long iron hinges with the vertical members of the frame all complete including making holes in walls, cutting, sizing, welding, fabricating, carrying from work-shop to site and local carriage, curing etc. all complete as per plan and drawing and accepted by the Engineer-in-charge.

meter

Tk.

611.00

11.5

Supplying, fitting and fixing single leaf door frame for all floors made with 38 mm x 38 mm x 6 mm M.S. angle, fixing 125 mm long 6 nos. iron clamps of same size (with one end bifurcated) with the vertical members of the frame, fixing the frame in wall with cement concrete (1:2:4), mending good the damages, fixing 4 nos. 100 mm size iron hinges with the vertical members of the frame, all complete including making holes in walls, cutting, sizing, welding, fabricating, carriage from workshop to site including local carriage, curing etc. as per plan and drawing etc. all complete and accepted by the Engineer-in –charge.

meter

Tk.

597.00

11.6

Supplying matured seasoned wood and making roof truss of any size with wall plates as per design including supplying, fabricating and hoisting, scaffolding, fitting and fixing in position with bolts, nuts, painting two coats of coal tar etc. all complete and accepted by the Engineer-in –charge. (All sizes of wood are finished).

11.6.1

Garjan / Jam/ Local Sal wood

cum

Tk. 111,101.00

WOOD WORKS IN DOOR AND WINDOW FRAME, ROOF TRUSS AND RAILINGS

Item No.


Description of Item

116

Unit

Unit Rate

11.6.2

Mehgoni

cum

Tk. 102,147.00

11.6.3

Silkarai /Chickrashi

cum

Tk. 133,040.00

11.7

Supplying and making hand rail for stair case with matured seasoned wood including necessary moulding with proper corner, finishing as per design, fitting and fixing in position in all floors etc. all complete and accepted by the Engineer-in-charge.

11.7.1

Mehgoni

cum

Tk. 123,458.00

11.7.2

Local Sal

cum

Tk. 132,413.00

11.7.3

Silkarai / Chikrashi

cum

Tk. 154,351.00

11.7.4

Teak Chambal wood

cum

Tk. 195,095.00

11.7.5

Chittagong Teak wood

cum

Tk. 239,420.00

11.7.6

Burma Teak wood

cum

Tk. 333,891.00

………………….. END OF DIVISION ELEVEN …………………..

DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER


117

DIVISION 12 : DOOR-WINDOW SHUTTER & FLY PROOF WIRE-NET SHUTTER Item No.

Description of Item

Unit

Unit Rate

12.1

Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide plank) solid wood single leaf door shutter having top rail style of sections 100 mm x 38 mm, lock rail 125 mm x 38 mm and bottom rail 225 mm x 38 mm. Closed joints with 25 mm x 12 mm size wooden peg and provided with best quality 4 nos 100 mm iron hinges, 2 (two) nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 2 (two) nos heavy type nickel plated handle,1 (one) no best quality hasp bolt, hinged cleats, buffer blocks and finished by sand papering etc. all complete in all floors and accepted by the Engineer-in-charge. (All sizes of wood are finished)

12.1.1

Kathal

sqm

Tk.

7,492.00

12.1.2

Gamari

sqm

Tk.

6,390.00

12.1.3

Teak Chambal

sqm

Tk.

9,796.00

12.1.4

Chittagong Teak

sqm

Tk. 11,779.00

12.1.5

Chapalish

sqm

Tk.

12.1.6

Burma Teak

sqm

Tk. 16,007.00

12.2

Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide plank) solid wood single leaf flush door shutter having a frame of top, lock and bottom rail of sections 100 mm x 12 mm styles 100 mm x 38 mm covered with 100 mm x 12 mm plank, screwed to each face and provided with best quality 4 nos 100 mm iron hinges, 2 (two) nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 1 (one) no best quality hasp bolt, 2 (two) nos heavy type nickel plated handles, hinged cleats, buffer blocks and finished by sand papering etc. all complete in all floors and accepted by the Engineer-in-charge. (All sizes of wood are finished)

12.2.1

Kathal

sqm

Tk.

6,366.00

12.2.2

Gamari

sqm

Tk.

5,386.00

12.2.3

Teak Chambal

sqm

Tk.

8,416.00

12.2.4

Chittagong Teak

sqm

Tk. 10,180.00

12.2.5

Chapalish

sqm

Tk.

12.1.6

Burma Teak

sqm

Tk. 13,941.00

12.3

Supplying, fitting and fixing 38 mm thick finished well matured seasoned (minimum 250 mm wide plank) wooden ornamental special design (equivalent hatil) (both sides) single panel flush door shutter with top and middle rail 150 mm x 38 mm bottom rail 225 mm x 38 mm and style 125 mm x 38 mm, having vertical panels 175 mm x 38 mm including minimum 12 mm lap to each panel providing 4 nos, best quality 100 mm long brass hinges, 12 mm dia best quality 200 mm & 250 mm long brass socket and tower bolts, 1 (one) no best quality hasp bolt, 2 (two) nos heavy type best quality brass handle, hinges cleats, buffer blocks including supply of necessary nails and screws, making design by machine, finished etc. all complete in all floors and accepted by the Engineer-in-charge (Chittagong teak wood). (All sizes of wood are finished)

sqm

Tk. 15,393.00

7,772.00

6,616.00


Item No.


Description of Item

Unit

118

Unit Rate

12.4

Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide plank) wooden double leaf panel door shutters. Top rail and styles of sections 100 mm x 38 mm, lock rail 125 mm x 38 mm and bottom rail 225 mm x 38 mm, paneling 38 mm thick both sides raised, provided with best quality 8 nos 100 mm long iron hinges, 2 (two) nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 2 (two) nos heavy type nickel plated handle, 1 no hasp-bolt, hinged cleats, buffer blocks and finished by sand papering, necessary screws etc. all complete in all floors and accepted by the Engineer-in-charge. (All sizes of wood are finished)

12.4.1

Kathal

sqm

Tk.

8,930.00

12.4.2

Gamari

sqm

Tk.

7,553.00

12.4.3

Teak Chambal

sqm

Tk. 11,808.00

12.4.4

Chittagong Teak

sqm

Tk. 14,285.00

12.4.5

Chapalish

sqm

Tk.

12.4.6

Burma Teak

sqm

Tk. 19,566.00

12.5

Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide plank) wooden double leaf panel door shutters. Top rail and styles of sections 100 mm x 38 mm. lock rail 125 mm x 38 mm and bottom rail 225 mm x 38 mm. paneling 25 mm thick one side raised, provided with best quality 6 nos. 100 mm long iron hinges, 2 (two) nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 1 (one) no best quality hasp bolt, 2 (two) nos heavy type nickel plated handles, 1 (one) no best quality hasp bolt, hinged cleats, buffer blocks and finished by sand papering, necessary screws etc. all complete in all floors and accepted by the Engineer-in-charge.(All sizes of wood are finished)

12.5.1

Kathal

sqm

Tk.

7,784.00

12.5.2

Gamari

sqm

Tk.

6,611.00

12.5.3

Teak Chambal

sqm

Tk. 10,238.00

12.5.4

Chittagong Teak

sqm

Tk. 12,350.00

12.5.5

Chapalish

sqm

Tk.

12.5.6

Burma Teak

sqm

Tk. 16,851.00

12.6

Supplying, fitting and fixing 38 mm thick finished well matured seasoned (minimum 250 mm wide plank) wooden grooved single panel flush door shutters with top and middle rail 100 mm x 38 mm, bottom rail 225 mm x 38 mm and style 100 mm x 38 mm, having vertical panels 100 mm x 38 mm including keeping 6 mm x 12 mm even groove all around and minimum 12 mm grooved lap to each panel. Providing 4 nos best quality 100 mm long iron hinges, 12 mm dia best quality 200 mm and 250 mm long iron socket and tower bolts, 2 (two) nos heavy type best quality nickel plated handle, 1 (one) no best quality hasp bolt, hinged cleats, wooden buffer blocks including supply of necessary nails and screws, finished by sand papering etc. complete in all floors as per drawing and accepted by the Engineer-in-charge. (All sizes of wood are finished).

12.6.1

Kathal

sqm

Tk.

9,280.00

8,083.00

8,673.00


Item No.


Description of Item

Unit

119

Unit Rate

12.6.2

Gamari

sqm

Tk.

7,373.00

12.6.3

Chittagong Teak

sqm

Tk. 13,731.00

12.6.4

Chapalish

sqm

Tk.

12.6.5

Burma Teak

sqm

Tk. 18,718.00

12.7

Supplying, fitting and fixing 36 mm thick and having density 400 kg/cum solid particle board single leaf flush door for all floors for internal use made of well matured mechanical seasoned Rubber (Malaysian timber) or other approved wooden frame having finished size 35 mm x 50 mm around upon which 1.2 mm thick veneer (total two nos of veneers one of 0.7 mm horizontally made of garjon and another of 0.5 mm vertically made of Burma Teak or Champa or Chapalish or Garjan wood) are pested on each side by mechanized process and provided with best quality 4 nos 100 mm long iron hinges, 2 nos best quality 12 mm dia 250 mm and 200 mm long iron tower and socket bolts, 2 (two) nos heavy type nickel plated handles, hinged cleats, buffer blocks, necessary screws etc. all complete and accepted by the Engineer-in-charge

12.7.1

Burma Teak veneered

sqm

Tk.

4,989.00

12.7.2

Champ veneered

sqm

Tk.

3,754.00

12.7.3

Chapalish veneered

sqm

Tk.

3,754.00

12.7.4

Garjan veneered

sqm

Tk.

3,885.00

12.8

Manufacturing and supplying, fitting, fixing well matured seasoned (minimum 250 mm wide plank) wooden fixed louver shutters having 62 mm x 125 mm frame and inner horizontal wooden louver 150 mm x 25 mm size spaced @ 50 mm c/c fixed with frame in grooves including cost of screws, nails, 12 mm x 12 mm size wooden bit, preparing the surface by sand papering etc. all complete as per drawing and accepted by the Engineer-in-charge. (All sizes of wood are finished).

12.8.1

Gamari

sqm

Tk.

8,930.00

12.8.2

Chittagong Teak

sqm

Tk. 20,624.00

12.8.3

Chapalish

sqm

Tk. 11,930.00

12.8.4

Burma Teak

sqm

Tk. 29,796.00

12.9

Supplying, fitting and fixing well matured seasoned (minimum 250 mm wide plank) wooden glazed ventilator louver shutters for all floors having wooden outer frame of section 62 mm x 125 mm with 62 mm x 125 mm size vertical divider with inner 50 mm x 38 mm shutter and with 3 nos horizontal 38 mm x 38 mm sash bar in each part and inner horizontal glazed louver of size 150 mm x 6 mm fixed in frame @ 154 mm c/c by cutting grooves in the frame including cost of screws, wooden bit, pivots, sand papering, 5 mm thick glass, cutting glass to required size etc. all complete as per design, drawing and accepted by the Engineer-in-charge.(All sizes of wood are finished).

12.9.1

Gamari

sqm

Tk.

12.9.2

Teak Chambal

sqm

Tk. 10,533.00

12.9.3

Chittagong Teak

sqm

Tk. 13,065.00

9,004.00

6,185.00


Item No.


Description of Item

Unit

120

Unit Rate

12.9.4

Chapalish

sqm

Tk.

7,950.00

12.9.5

Burma Teak

sqm

Tk. 18,462.00

12.10

Supplying fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide plank) wooden door shutters for all floors having styles and rails of section 150 mm x 38 mm and 5 mm glass panes fitted and fixed with wooden batten, putty and nails including supplying and fitting and fixing 50 mm dia best quality round door lock, 12 mm dia, 2 nos 250 mm long iron tower bolt and 8 nos 100 mm long iron hinges to each shutters, 2 nos nickel plated handle, 5 mm thick glass, glass cutting, hinged cleats, buffer blocks, screws, finished with necessary sand papering and putty works etc. all complete and accepted by the Engineer-in-charge.

12.10.1

Chittagong Teak

sqm

Tk.

8,476.00

12.10.2

Silkarai

sqm

Tk.

6,336.00

12.10.3

Burma Teak

sqm

Tk. 10,852.00

12.11

Supplying, fitting and fixing 25 mm thick well matured seasoned (minimum 250 mm wide plank) Kathal wood door and window shutters for all floors having 75 mm x 25 mm „Z‟ battens, provided with best quality 6 nos 100 mm long iron hinges, 2 nos 62 mm dia iron ring fitted with nuts, 2 nos best quality 12 mm dia, 250 mm and 200 mm long iron tower and socket bolts, hinged cleats, buffer blocks, screws and finished with sand papering in all floors etc. all complete and accepted by the Engineer-in-charge. (All sizes of wood are finished).

sqm

Tk.

5,897.00

12.12

Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide plank) wood glazed window shutters for all floors having horizontal and vertical sections of 87 mm x 38 mm and sash bar 38 mm x 38 mm fitted with 3 mm glass panes with putty and nails and provided with best quality 4 nos 75 mm long iron hinges, 2 (two) nos best quality 12 mm dia 250 mm and 150 mm long iron tower and socket bolts, 01 no. nickel plated handles, 02 nos 225 mm long catch hooks or hinged cleats, buffer blocks, necessary screws and finished with sand papering in all floors etc. all complete and accepted by the Engineer-in-charge. (All sizes of wood are finished).

12.12.1

Kathal

sqm

Tk.

5,981.00

12.12.2

Gamari

sqm

Tk.

5,166.00

12.12.3

Teak Chambal

sqm

Tk.

7,684.00

12.12.4

Chittagong Teak

sqm

Tk.

9,150.00

12.12.5

Chapalish

sqm

Tk.

6,188.00

12.12.6

Burma Teak

sqm

Tk. 12,276.00


Item No.


Description of Item

Unit

121

Unit Rate

12.13

Supplying, fitting and fixing 38 mm thick well matured seasoned (minimum 250 mm wide plank) wooden window shutter one third glazed and two third raised paneling on both sides for all floors having horizontal and vertical sections of 87 mm x 38 mm and sash bars 38 mm x 38 mm fitted with 3 mm glass panes with putty and nails and provided with best quality 4 nos 75 mm long iron hinges. 2 (two) nos. best quality 12 mm dia 250 mm and 150 mm long iron tower and socket bolts, nickel plated handles, 3 mm glass, 02 nos 225 mm long catch hooks, or hinged cleats, buffer blocks and finished by sand papering in all floors etc. all complete and accepted by the Engineer-in-charge. (All sizes of wood are finished).

12.13.1

Kathal

sqm

Tk.

8,582.00

12.13.2

Gamari

sqm

Tk.

7,120.00

12.13.3

Teak Chambal

sqm

Tk. 11,640.00

12.13.4

Chittagong Teak

sqm

Tk. 14,273.00

12.13.5

Chapalish

sqm

Tk.

12.13.6

Burma Teak

sqm

Tk. 19,884.00

12.14

Seasoning of timber in a recognized mechanical timber seasoning plant up to 12% - 16% moisture content by weight as measured by an electric moisture meter or any other moisture measuring device etc. all complete including loading, unloading, carriage at both ends and accepted by the Engineer-in-charge.

cum

Tk.

9,125.00

12.15.1

Supplying, fitting and fixing steel glazed window shutter for all floors with frames as per design having 25 mm x 25 mm x 5 mm angle section for Chowkat and shutters and 50 mm x 25 mm x 5 mm T- section used for vertical member and 25 mm x 5 mm F.I. bar for making box (combining with angle) and 25 mm x 19 mm x 5 mm T-section used for glass divider etc. including all charges for welding, riveting etc. including cost of supplying all essential fittings like iron hinges, plate handle, pin-stopper, adjustable cleat and clamps including supplying, fitting, fixing 3 mm glass panes by pucca putty, for fittig and fixing the frame, making necessary holes in brick walls and R.C.C works and fitting with C.C. (1:2:4) and mending good the damages including all cost of carriage, workshop charges, electricity, and labour for fittings, fixing, curing etc. all complete and accepted by the Engineer-in-charge. (Rate is excluding the costs of painting).

sqm

Tk.

5,397.00

12.15.2

Supplying, fitting and fixing M.S. door shutter made with 38 mm x 38 mm x 6 mm angle outer frame, inner member 25 mm x 6 mm F.I. bar, cladding with 16 BWG M.S. sheet, 04 nos. 75 mm long hinge, 02 nos locking arrangement with 50 mm x 50 mm x 6 mm M.S. angle chowkat including all charges for welding, riveting etc. including cost of supplying all essential fittings like iron hinges, socket bolts, clamps, for fittig and fixing the frame, making necessary holes in brick walls and R.C.C works and fitting with C.C. (1:2:4) and mending good the damages including all cost of carriage, workshop charges, electricity, and labour for fittings, fixing, curing etc. all complete and accepted by the Engineer-incharge. (Rate is excluding the costs of painting).

sqm

Tk.

5,870.00

8,955.00


Item No.


Description of Item

Unit

122

Unit Rate

12.16

Supplying, fitting and fixing steel glazed window shutter for all floors with frames as per design having 19 mm x 19 mm x 19 mm x 3 mm Z-section in frame and 19 mm x 3 mm F.I. bar for making T-section for horizontal dividers of shutters and 25 mm x 3 mm F.I. bar for middle vertical members of frame including all cost of charges for fabrication and manufacture by welding, riveting etc. Supplying all essential fittings like 2 nos stopper handle, 300 mm long 3 or 2 nos adjustable iron cleats, 6 or 4 nos 50 mm long iron pin hinges, 150 mm long 4 nos clamps including supplying, fitting, fixing 3 mm glass panes by pucca putty, for fitting and fixing frame making necessary holes in brick and R.C.C. wall or member as necessary filling with C.C. (1:2:4) and mending good the damages including all cost of carriage, electricity, workshop charges and labour for fitting, fixing etc. all complete as per drawing and design and accepted by the Engineer-in-charge. (Rate is excluding the costs of painting)

12.16.1

With provision for fan-light by providing necessary additional materials, 03 nos adjustable 300 mm long iron cleats and 6 nos 50 mm long iron pin hinges (total wt of grill without glass panes is min 28.13 kg for 15 sft)

sqm

Tk.

3,557.00

12.16.2

Without provision for fan-light by providing 02 nos adjustable 300 mm long iron cleats and 4 nos 50 mm long iron pin hinges (total wt of grill without glass panes is min 24.84 kg for 15 sft)

sqm

Tk.

3,324.00

12.17

Manufacturing, supplying fitting and fixing of fixed glazed frame for all floors with outer member of 19 mm x 19 mm x 19 mm x 3 mm Z-section and vertical and horizontal dividers of 19 mm x 19 mm x 3 mm T-section including all cost of fabrication and welding, supplying and fixing of 19 mm x 19 mm x 3 mm angle clamps of 150 mm long (with one end bifurcated) of required nos with the frame, fixing the frame in wall with (1:2:4) cement concrete in the hole for clamp after making necessary grooves, supplying and fixing of 3 mm glass panes with pucca putty, mending good all damages, painting iron face with two coats of synthetic enamel paint over a coat of anti-corrosive priming of approved colour and quality etc. cost of electricity, workshop charges, carriage etc. all complete as per drawing and accepted by the Engineer-in-charge. [Rate is excluding the cost of painting]

sqm

Tk.

3,282.00

(Scope of work of this item is in staircase and over partition wall etc.) 12.18

Supplying, fitting and fixing 25 mm thick wooden double leaf fly proof wire mesh window shutter for all floors with 75 mm x 25 mm vertical and horizontal style and sash bar of 38 mm x 25 mm section provided with 24 B.W.G. G.I wire mesh netting of 20 mm mesh fitted and fixed with shutter by 12 mm x 12 mm wooden bit, brass screws, nails etc. including supply of all necessary fittings such as 2 nos 150 mm long brass tower and socket bolt of best quality 4 nos 75mm long brass hinges, heavy type 2 nos 150 mm long catch hook and 2 nos 100 mm long brass handle including fitting and fixing the same in position with frame with supply of necessary screws and nails etc. complete and accepted by the Engineer-in-charge. (All sizes of wood are finished)

12.18.1

Kathal

sqm

Tk.

5,136.00

12.18.2

Teak Chambal

sqm

Tk.

6,228.00

12.18.3

Chittagong Teak

sqm

Tk.

7,168.00

12.18.4

Burma Teak

sqm

Tk.

9,171.00

12.19

Supplying, fitting and fixing of well matured seasoned wooden louver shutter (Chittagong Teak) having 75.50 mm x 38 mm size all around frame and inner horizontal wooden louver blade 65 mm x 20 mm spaced @ 38 mm c/c, fixed with frame in grooves including cost of nails, handle, tower bolt, screws (brass fitting) etc. all complete as per drawing and accepted by the Engineer-in-charge.

sqm

Tk. 15,058.00


Item No.


123

Description of Item

Unit

12.20

Supplying, fitting and fixing 75 mm X 19 mm well matured seasoned Chittagong Teak wood moulding bit as per design etc. all complete approved and accepted by the Engineer-in-charge.

meter

Tk.

1,333.00

12.21

Extra cost for using brass/ SS fittings in place of iron fittings in doors & windows for all floors (super quality local).

12.21.1

Brass fittings of door

sqm

Tk.

638.00

12.21.2

SS fittings of door

sqm

Tk.

329.00

12.21.3

Brass fittings of windows

sqm

Tk.

842.00

12.21.4

SS fittings of windows

sqm

Tk.

459.00

12.22

Supplying, fitting and fixing hydraulic door closer (big size) of approved quality including all necessary tools and accessories etc. all complete and accepted by the Engineer-in-charge.

each

Tk.

1,808.00

12.23.1

Supplying, fitting and fixing mortice door lock of approved quality including all necessary tools and accessories etc. all complete approved and accepted by the Engineer-in-charge.

each

Tk.

1,023.00

12.23.2

Supplying, fitting and fixing rim/round door lock of approved quality including all necessary tools and accessories etc. all complete and accepted by the Engineer-incharge.

each

Tk.

963.00

12.24

Supplying, fitting and fixing of best quality magnetic door shock absorber of approved quality including all necessary tools and accessories etc. all complete and accepted by the Engineer-in-charge.

each

Tk.

420.00

12.25

Supplying, fitting and fixing best quality heavy type 19 mm dia and 300 mm long brass hasp bolt including cutting grooves in door shutter and frames, screws etc. all complete approved and accepted by the Engineer-in-charge.

each

Tk.

525.00

12.26

Supplying, fitting and fixing approved best quality foreign made stainless steel/brass door viewer/eye viewer from 12 mm to 20 mm diameter with adjustable thickness suitable for fitting from 37 mm to 50 mm thick door shutter including all necessary work as per direction and accepted by the Engineer-in-charge.

each

Tk.

595.00

………………….. END OF DIVISION TWELVE …………………..

Unit Rate


WINDOW GRILL, VERANDAH GRILL & NETTING

124

DIVISION 13 : WINDOW GRILL, VERANDAH GRILL & NETTING Item No.

Description of Item

Unit

Unit Rate

13.1

Supplying, fitting and fixing window grills made of 16 mm dia M.S. rod @ 100 mm c/c fitted with 3 (three) nos. horizontal M.S. flat bar (38 mm x 6 mm) including fabrication, welding, riveting, cost of electricity, workshop charges, carriage, fixing with pre-placed clamps in wall/RCC member for all floors etc. complete and accepted by the Engineer-incharge. (Total weight per sqm should be approx. 22.8 kg and add or deduct @ Tk. 97.00 for each kg/sqm excess or less respectively)

sqm

Tk.

2,206.00

13.2

Supplying, fitting and fixing window grills of any design made of 20 mm x 3 mm mild steel section with outer frame of 25 mm x 6 mm F.I. bar including fabricating, welding, cost of electricity, workshop charges, carriage, fixing with pre-placed clamps in walls or RCC member, all necessary tools and plants etc complete for all floors and accepted by the Engineer-in-charge. (Total weight per sqm should be approx 11.0 kg. and add or deduct @ Tk. 146.00 for each kg/sqm excess or less respectively)

sqm

Tk.

1,610.00

13.3

Supplying, fitting and fixing window grills of any design made with 20 mm x 5 mm F.I. bar as inner and outer section; including fabricating, welding, cost of electricity and tools and plants etc. complete for all floors accepted by the Engineer-in-charge. (Total weight per sqm should be min 12 kg. and add or deduct. @ Tk. 143.00 for each kg/sqm excess or less respectively)

sqm

Tk.

1,719.00

13.3.1

Supplying, fitting and fixing window grills of any design made with 20 mm x 5 mm F.I. bar as inner members but no outer frame; including fabricating, welding, cost of electricity and tools and plants etc. complete for all floors accepted by the Engineer-incharge. (Total weight per sqm should be approx 10 kg. and add or deduct. @ Tk. 160.00 for each kg/sqm excess or less respectively)

sqm

Tk.

1,596.00

13.4.1

Supplying, fitting, fixing window grills of any design made with 25 mm x 6 mm F.I. bar as both outer and inner section; including fabrication, welding, cost of electricity workshop charges, carriage, cutting grooves, mending good the damages, tools and plants etc. complete for all floors accepted by the Engineer-in-charge. (Total weight per sqm should be approx 21 kg. and add or deduct @ Tk. 111.00 for each kg/sqm excess or less respectively)

sqm

Tk.

2,334.00

13.4.1.1

Supplying, fitting, fixing window grills of any design made with 25 mm x 6 mm F.I. bar as inner section but no outer frame ; including fabrication, welding, cost of electricity workshop charges, carriage, cutting grooves, mending good the damages, tools and plants etc. complete for all floors accepted by the Engineer-in-charge. (Total weight per sqm should be approx 18 kg. and add or deduct @ Tk. 118.00 for each kg/sqm excess or less respectively)

sqm

Tk.

2,115.00

13.4.2

Supplying, fitting and fixing window grill made of M.S. section 25 mm x 6mm outer frame and 20 mm x 5 mm inner member as per drawing and design approved and accepted by the Engineer-in-charge. (Total weight per sqm should be min 14 kg. and add or deduct @ Tk. 130.00 for each kg/sqm excess or less respectively)

sqm

Tk.

1,825.00

13.5.1

Supplying, fitting and fixing window grill made of 12 mm x 12 mm M.S. solid bar 140 mm c/c with outer frame of 38 mm x 6mm F.I. bar as per design approved and accepted by the Engineer-in-charge.

sqm

Tk.

2,442.00

13.5.2

Supplying, fitting and fixing window grill made of 10 mm x 10 mm M.S. solid bar 140mm c/c with outer frame of 38 mm x 6mm F.I. bar as per design approved and accepted by the Engineer-in-charge.

sqm

Tk.

2,473.00


WINDOW GRILL, VERANDAH GRILL & NETTING

Item No.

125

Description of Item

Unit

13.5.3

Supply, fitting and fixing window grill made of 12 mm x 12 mm hollow M.S. box made of minimum 16 BG M.S. sheet @ 100mm c/c with outer frame of 38 mm x 6 mm F.I. bar as per drawing approved and accepted by the Engineer-in-charge.

sqm

Tk.

2,002.00

13.6

Supplying, fitting and fixing window grills made of mild steel section of 25 mm x 3 mm including fabrication, welding, cost of electricity, workshop charges, carriage, fixing with pre-placed clamps in walls or RCC member, all necessary tools and plants etc complete for all floors and accepted by the Engineer-in-charge. (Total weight per sqm should be min 8.0 kg. and add or deduct @ Tk. 220.00 for each kg/sqm excess or less respectively)

sqm

Tk.

1,764.00

13.7

Supplying, fitting and fixing veranda grill made of 10 mm dia M.S. rods provided @ 100 mm c/c in any position both ways as per design with outside frame 25 mm x 25 mm x 6 mm M.S. angle including fabricating, welding in each point, painting 2 coats of synthetic enamel paint over a coat of anti-corrosive priming, including cost of electricity, tools and plants, workshop charges, carriage of the same including cutting groves in the R.C.C. or brick work, mending good the damages with C.C. (1:2:4) etc. complete for all floors accepted by the Engineer-in-charge. [Rate is excluding the cost of painting] (Total weight per sqm should be min 16.80 kg. and add or deduct @ Tk. 124.00 for each kg/sqm excess or less respectively)

sqm

Tk.

2,087.00

13.8

Supplying, fitting and fixing verandah grill made of 10 mm dia M.S. rod provided @ 75 mm c/c in any position both ways as per design with outside frame of 25 mm x 25 mm x 6 mm M.S. angle including fabricating, welding in each point , painting 2 coats of synthetic enamel paint over a coat of anti-corrosive priming including cost of electricity, tools and plants, workshop charges, carriage of the same including cutting groves in the R.C.C. or brick work, mending good the damages with C.C. (1:2:4) etc, all complete for all floors accepted by the Engineer-in-charge. [Rate is excluding the cost of painting] (Total weight per sqm should be min 21.00 kg. and add or deduct @ Tk. 112.00 for each kg/sqm excess or less respectively)

sqm

Tk.

2,357.00

………………….. END OF DIVISION THIRTEEN …………………..

Unit Rate

ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS


126

DIVISION 14: ALUMINIUM DOOR, WINDOW FRAME AND GLASS WORKS Item No.

Description of Item

Unit

Unit Rate

14.1

Supplying fitting and fixing of aluminium swing door with spandrel as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.8 mm thick wall frame (size 101.60 mm, 44.45 mm, 83.21 mm), 2.33 mm thick shutter (size 54 mm, 46 mm), 0.99 mm thick door glass bit (size 16.54 mm, 14.49 mm, 0.115 kg/m), 2.5 mm thick clousure section (size 101.60 mm, 42.93 mm,1.2 mm), 106.60 mm clousure cover (0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm, 12.70 mm, 1 kg/m), 1.8 mm thick shutter bottom (size 82.6 mm, 43.99 mm, 0.60 kg/m), 1.8 mm thick shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) and 2.3 mm to 4.01 mm thick handle (size 101.60 mm, 38.10 mm, 25.40 mm short, 1.35 kg/m) section of all aluminum members will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories like swing door clousure, swing door lock, swing door mohiar, labour charge, fabrication, fitting fixing in position, carriage and electricity charge keeping provision for fitting 5 mm thick glass including neoprene sealant etc. complete in all respect as per drawing and accepted by the Engineer-in-charge. (Total weight min 23 kg/m2)

14.1.1

Anodized to s.s colour/ black colour

sqm

Tk.

6,849.00

14.1.2

Anodized to bronze colour

sqm

Tk.

6,613.00

14.1.3

Anodized to silver colour

sqm

Tk.

6,592.00

14.1.4

Powder coated to any colour

sqm

Tk.

6,863.00

14.2

Supplying fitting and fixing of aluminium swing door as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.8 mm thick wall frame (size 101.60 mm. 44.45 mm. 83.21 mm). 2.33 mm thick shutter (size 54 mm, 46 mm), 0.99 mm thick door glass bit (size 16.54 mm. 14.49 mm 0.115 kg/m), 2.5 mm thick clousure section (size 101.60 mm, 42.93 mm 1.2 mm), 106.60 mm clousure cover (0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm. 12.70 mm 1 kg/m), 1.8 mm thick shutter bottom (size 82.6 mm, 43.99 mm, 0.60 kg/m), 1.8 mm thick shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) and 2.3 mm to 4.01 mm thick handle (size 101.60 mm, 38.10 mm, 25.40 mm short, 1.35 kg/m) section of all aluminum members will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories like swing door clousure, swing door lock, swing door mohiar, labour charge, fabrication, fitting fixing in position, carriage and electricity charge keeping provision for fitting 5 mm thick glass including neoprene sealant etc. complete in all respect as per drawing and accepted by the Engineer-in-charge. (Total weight min 23 kg/m2)

14.2.1


sqm

Tk.

6,379.00

14.2.2


sqm

Tk.

6,302.00

14.2.3


sqm

Tk.

6,165.00

14.2.4


sqm

Tk.

6,516.00


Item No.


Description of Item

Unit

127

Unit Rate

14.3

Supplying, fitting and fixing of aluminium composite swing doors with fixed partition as per the U. S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.5 mm thick wall frame (size 101.60, 44.45 mm, 0.86 kg/m), 1.8 mm thick shutter side (size 54 mm, 46 mm, 1.2 kg/m ), 1 mm thick door glass bit (size 16.54 mm, 14. 49 mm, 0.115 kg/m), 1.8 mm thick closure section (size 101.54 mm, 42.93 mm, 1.20 kg/m), 1.5 thick closure cover (101.60 mm, 0.45 kg/m), 4 mm thick floor bottom (size 101.60 mm, 12.70 mm, 1 kg/m), 1.8 mm thick shutter bottom (size 86.60 mm, 43.99 mm , 0.60 kg/m), 1.8 mm thick shutter top (size 51 mm, 43.99 mm, 1.88 kg/m) 2.3mm to 4.01mm thick handle (short) (size 101.60 mm, 38.10 mm, 25.40 mm, 1.35 kg/m), 1.5 mm thick top and side (size 101.60 mm, 44.45 mm, 1.3 kg/m), 1.50 mm thick bottom (size 101.35 mm, 44.45 mm, 1.10 kg/m), 1.50 mm thick bottom cover (44.32 mm, 19.61mm, 0.392 kg/m), 1.50 mm thick grouve cover (size 83.21 mm, 16.00 mm, 0.57 kg/m), 0.99 mm thick fixed glass protector (size 39.09 mm, 14.81 mm, 0.188 kg/m), 0.99 mm thick fixed glass protector bit (size 15.75 mm, 14.81 mm, 0.13 kg/m) section of all aluminum members will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. (Total weight min 69.699 kg) keeping provision for 5 mm of glass panes with cost including all accessories like swing door clouser, swing door lock , swing door mohair, flush bolt , bolts and nuts including sealants, labour charge for fitting , fixing by angles, screws, mohiar, washer, machinery, cost of fabrication, making the grooves, mending good the damages, electricity etc. complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.3.1


sqm

Tk.

3,416.00

14.3.2


sqm

Tk.

3,358.00

14.3.3


sqm

Tk.

3,283.00

14.3.4


sqm

Tk.

3,494.00

14.4

Supplying, fitting and fixing of aluminium sliding doors as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 mm thick outer bottom (size 75.50 mm, 17.79 mm, 0.528 kg/m), 1.2 mm thick outer top (size 75.50 mm, 26.80 mm, 0.78 kg/m) 1.2 mm thick shutter top (size 33 mm, 26.80 mm, 0.536 kg/m), 1.2 mm shutter bottom (size 60 mm, 24 mm, 0.736 kg/m), 1.2 mm thick outer side(size 75.50 mm, 19.90 mm, 0.616 kg/m) 1.5 mm thick shutter lock (size 49.20 mm, 26.20 mm, 0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm, 0.665 kg/m), 1.2 mm thick shutter divider (size 31.75 mm, 0.535 kg/m) sections all aluminum members (Total weight 14.789 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories like handle, sliding door key lock , sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision for fitting 5mm thick glass including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer-in-charge. Size up to: 2100 mm x 2100 mm

14.4.1


sqm

Tk.

2,928.00

14.4.2


sqm

Tk.

2,841.00

14.4.3


sqm

Tk.

2,831.00

14.4.4


sqm

Tk.

3,014.00


Item No.


Description of Item

Unit

128

Unit Rate

14.5

Supplying, fitting and fixing of aluminium sliding doors as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 m mm thick outer bottom (size 75.50 mm, 17.79 mm, 0.528 kg/m), 1.2 mm thick outer top (size 75. 50 mm, 26.80 mm 0.78 kg/m), 1.2 mm thick shutter top (size 33 mm, 26.80 mm, 0.536 kg/m), 1.2 mm thick shutter bottom (size 60 mm, 24 mm, 0.736 kg/m), 1.2 mm thick side (size 75.50 mm, 19.90 mm, 0.616 kg/m), 1.2 mm thick sliding fixed side (size 31 mm, 26 mm , 0.422 kg/m) 1.2 mm thick shutter lock (size 49.20 mm , 26. 20 mm , 0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm, 0.665 kg/m) 1.2 mm thick shutter divider (size 31.75 mm, 0.535 kg/m) and 1.4 mm to 1.5 mm thick spandrel (7.14 mm, 0.70 kg/m) sections all aluminium members (total weight 19.72 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories like sliding door key lock, sliding door whee , sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision for fitting 5mm thick glass including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer-in-charge. Size up to: 1800 mm x 2100 mm

14.5.1


sqm

Tk.

4,021.00

14.5.2


sqm

Tk.

3,951.00

14.5.3


sqm

Tk.

3,886.00

14.5.4


sqm

Tk.

4,146.00

14.6

Supplying, fitting and fixing of aluminium sliding window as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 mm thick outer bottom (size 75.50 mm, 32mm), 1.2 mm thick outer top (size 75.50 mm, 16.80 mm), 1.2 mm thick shutter top (size 33 mm.26.80, 22 mm), 1.2 mm thick shutter bottom (size 60mm, 24.40 mm), 1.2 mm thick outer side (size 75.50 mm,19.90 mm), 1.2 mm thick shutter lock (size 49.20 mm 26.20 mm) and 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm) sections all aluminium members (total weight kg/sqm) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories like sliding door key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.6.1

Size up to: 1500 mm x 1400 mm. (total weight minimum 9.081 kg)

14.6.1.1


sqm

Tk.

3,611.00

14.6.1.2


sqm

Tk.

3,563.00

14.6.1.3


sqm

Tk.

3,485.00

14.6.1.4


sqm

Tk.

3,720.00

14.6.2

Size up to: 900 mm x 1400 mm (total weight minimum 7.409 kg)

14.6.2.1


sqm

Tk.

5,042.00


Item No.


Description of Item

Unit

129

Unit Rate

14.6.2.2


sqm

Tk.

4,950.00

14.6.2.3


sqm

Tk.

4,841.00

14.6.2.4


sqm

Tk.

5,198.00

14.7

Supplying, fitting and fixing of aluminium sliding composite window with mosquito mesh as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 mm thick outer bottom (size 95.00 mm, 38 mm, 0.870 kg/m), 1.2 mm thick outer top (size 95.00 mm, 28.50 mm, 0.97kg/m), 1.2 mm thick shutter top (size 33 mm, 26.80 mm, 22 mm, 0.536 kg/m), 1.2 mm thick shutter bottom (size 60 mm, 24.40 mm, 0.736 kg/m), 1.2 mm thick outer side (size 95.00 mm, 19.50 mm, 0.738 kg/m), 1.2 mm thick shutter lock (size 49.20 mm, 26.2 mm, 0.661 kg/m), 1.2 mm thick shutter lock (size 34.40 mm, 32.10 mm, 0.665 kg/m), 1.2 mm thick mesh section (size 42.20 mm, 13.20 mm 0.460 kg/m), all aluminium members (total weight 12.79 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories like sliding door key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision for fitting fiber mesh including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.7.1

Size up to: 1524 mm x 1372 mm

14.7.1.1


sqm

Tk.

4,626.00

14.7.1.2


sqm

Tk.

4,518.00

14.7.1.3


sqm

Tk.

4,423.00

14.7.1.4


sqm

Tk.

4,755.00

14.7.2


14.7.2.1


sqm

Tk.

5,231.00

14.7.2.2


sqm

Tk.

5,112.00

14.7.2.3


sqm

Tk.

5,009.00

14.7.2.4


sqm

Tk.

5,372.00

14.7.3


14.7.3.1


sqm

Tk. 10,553.00

14.7.3.2


sqm

Tk. 10,340.00

14.7.3.3


sqm

Tk. 10,156.00

14.7.3.4


sqm

Tk. 10,810.00


Item No.


Description of Item

Unit

130

Unit Rate

14.8

Supplying, fitting and fixing of aluminium fixed composite window as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 mm thick outer bottom (size 75.50 mm, 32 mm, 0.695 kg/m), 1.2 mm thick outer top (size 75.50mm, 26.80 mm, 0.78 kg/m), 1.2 mm thick shutter top (size 33 mm, 26.80 mm, 0.536 kg/m), 1.25 mm thick shutter bottom (size 60 mm, 24.40 mm, 0.736 kg/m), 1.2 mm thick outer side (size 75.50 mm, 19.90 mm, 0.616 kg/m), 1.2 mm thick sliding fixed side (size 31 mm, 26 mm, 0.422 kg/m), 1.2 mm thick shutter lock (size 49.20 mm, 26.20 mm, 0.661 kg/m), 1.2 mm thick inter lock (size 34.40 mm, 32.10 mm 0.665 kg/m) 1.2 mm thick bottom cover (size 37.78 mm, 31.78 mm, 0.313 kg/m), 1.2 mm thick grouve cover (size 76.20 mm, 38.10 mm, 0.912 kg/m), 1.2 mm thick grouve cover ( size 57.15 mm, 15.80 mm, 0.452 kg/m) and 1.2 mm thick top and side (size 76.20 mm, 38.10 mm, 0.3 kg/m) sections all aluminium members (total weight 12.297 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc.including all accessories like sliding door key lock, sliding door wheel, sliding door mohiar, sliding door neoprene, bolts and nuts including sealants, keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer-in-charge. Size up to: 1500 mm x 2100 mm.

14.8.1


sqm

Tk.

3,474.00

14.8.2


sqm

Tk.

3,409.00

14.8.3


sqm

Tk.

3,355.00

14.8.4


sqm

Tk.

3,581.00

14.9

Supplying, fitting and fixing of aluminium top hung/casement windows as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 mm thick casement outer (size 38.86 mm, 36.36 mm, 0.395kg/m), 1.9 mm thick casement shutter (size 47.62 mm, 28.57 mm, 0.692 kg/m), and 1.245 mm thick shutter glass clip (size 15.87 mm, 27 mm, 0.188 kg/m) sections of all aluminium members (total weight 7.584 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc.including all accessories 4-bar hinge, casement handle, bolts and nuts keeping provision for fitting 5 mm thick glass including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.9.1


sqm

Tk. 11,099.00

14.9.2


sqm

Tk. 10,980.00

14.9.3


sqm

Tk. 10,871.00

14.9.4


sqm

Tk. 11,237.00


Item No.


Description of Item

Unit

131

Unit Rate

14.10

Supplying fitting and fixing of aluminium corrugated curtain wall as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 mm thick bottom cover (size 37.78 mm 31.78 mm, 0.313 kg/m), 1.2 mm thick grouve cover (size 76.20 m 38.10 mm, 0.912 kg/m), 1.2 mm thick grouve cover (size 57.15 mm, 15.80 mm 0.45 kg/m), 1.2 mm thick top and side (size 76.2 mm, 57.15 mm, 0.153 kg/m) and 1.8 mm thick spandrel (7.14 mm, 0.70 kg/m) sections of will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories like rivet, screws fixed neoprene etc. complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.10.1

Size up to: 3000 mm x 2100 mm (Total weight 50.228 kg)

14.10.1.1


sqm

Tk.

5,868.00

14.10.1.2


sqm

Tk.

5,761.00

14.10.1.3


sqm

Tk.

5,612.00

14.10.1.4


sqm

Tk.

6,001.00

14.10.2

Size up to: 3000 mm x 750 mm (Total weight 26.136 kg)

14.10.2.1


sqm

Tk.

7,366.00

14.10.2.2


sqm

Tk.

7,202.00

14.10.2.3


sqm

Tk.

7,025.00

14.10.2.4


sqm

Tk.

7,513.00

14.11

Supplying fitting and fixing of aluminium fixed fan light as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 mm thick bottom cover (size 76.2 mm, 38.10 mm, 0.76 kg/m) and 2.5 mm thick grouve cover section (size 57.15mm, 15.80 mm, 0.425 kg/m) and 1.2 thick top and side section (76.20 mm, 16 mm, 38.10 mm, 0.961 kg/m) fixed with above mentioned frames and all aluminium members (Total weight 5.365 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories, neoprene, sealant, nut and bolt etc. complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.11.1


sqm

Tk.

4,304.00

14.11.2


sqm

Tk.

4,241.00

14.11.3


sqm

Tk.

3,917.00

14.11.4


sqm

Tk.

4,149.00


Item No.


Description of Item

Unit

132

Unit Rate

14.12

Supplying fitting and fixing of aluminium fixed louver as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2mm thick wall frame (size 76.20 mm, 38.10 mm, 0.707 kg/m), 5 mm thick louver section (size 55.02 mm, 37.39 mm, 0.22 kg/m) and 2.50 mm thick louver outer section (size 39.67 mm, 15.06 mm, 0.265 kg/m) and inner inclined aluminium louver section fixed with above mentioned frame and all aluminium members (total weight 7.992 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc including all accessories, neoprene, sealant, nuts and bolts etc. complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.12.1


sqm

Tk.

7,168.00

14.12.2


sqm

Tk.

6,992.00

14.12.3


sqm

Tk.

6,948.00

14.12.4


sqm

Tk.

7,621.00

14.13

Supplying, fitting, fixing of aluminium sliding fly proof netting shutter as per the U.S. Architectural Aluminium Manufacturer‟s Association (AAMA) standard specification and BDS 1879:2014 having 1.2 mm thick outer frame (size 38 mm x 18 mm), 1.2 mm thick mosquito net shutter frame mesh section (size 38 mm x 12 mm). All aluminium members (total weight 12.79 kg) will be anodized to aluminium bronze/silver/ss/black colour with a coat not less than 15 micrones in thickness or powder coated to any colour with a coat not less than 25 micrones in thickness and density of 4 mg per square cm etc. including all accessories like wheel, sealent, rubber, bolts and nuts keeping provision for fitting fiber mesh including labour charge for fitting of accessories, making grooves and mending good damages, carriage, and electricity, all complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.13.1


sqm

Tk.

3,045.00

14.13.2


sqm

Tk.

2,961.00

14.13.3


sqm

Tk.

2,866.00

14.13.4


sqm

Tk.

3,158.00

14.14

Supplying, fitting and fixing in Aluminium door frames, windows, partitions and curtain wall distortion free glass of approved quality and shade including cost of fitting fixing all necessary accessories etc. complete in all respect as per drawing and accepted by the Engineer-in-charge.

14.14.1.1


sqm

Tk.

1,133.00

14.14.1.2


sqm

Tk.

1,380.00

14.14.2.1

5 mm thick tinted glass

sqm

Tk.

1,352.00

14.14.3.1

5 mm thick ambushed/ frosted glass

sqm

Tk.

1,120.00

14.14.4.1

5 mm thick reflecting glass

sqm

Tk.

1,350.00


Item No.


Description of Item

Unit

133

Unit Rate

14.14.4.2

6 mm thick reflecting glass

sqm

Tk.

1,493.00

14.15

Supplying, fabrication and Installation of approved colour (4 mm thick) Aluminium composite panel (Alucobond/Alcopanel/Alpolic) as per US Architectural Aluminium Manufacturer's Association (AAMA) in column, beam and wall surface providing with 44 mm x 44 mm x 1.5 mm aluminum section including supply of necessary hardwares, consumables, scaffolding etc fitted with necessary accessories like rivet, screw, rowel bolt etc. all complete in all respect as per drawing and direction of the Engineer-in-charge.

sqm

Tk.

6,944.00

14.16

Supplying, fitting and fixing of aluminium curtain wall with aluminium top hung/casement windows as per the US Architectural Aluminium Manufacturer's Association (AAMA) standard specification and BDS 1879:2014 having 100 mm , 50mm, 2mm curtain wall submullim outer and inner frame, 15 mm thick casement outer frame (size 38.86 mm 36.6 mm), 1.9 mm thick casement shutter (size 47.62 mm, 28.57 mm,) 1.2 mm thick shutter glass strips, all aluminium member will be powder coated with coat not less than 1.5 micron in thickness including all accessories 4 bar hinge casement handle, 50 mm x 50 mm x 6 mm aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the Engineer-in-charge.

sqm

Tk.

9,240.00

14.17

Supplying, fitting and fixing of aluminium curtain wall and aluminium top hung/casement windows ad per the US Architectural Aluminium Manufacturer's Association (AAMA) standard specification and BDS 1879:2014 having 50 mm , 50 mm, 2 mm curtain wall submullim outer and inner frame, 15 mm thick casement outer frame (size 38.86 mm 36.6 mm), 1.9 mm thick casement shutter (size 47.62mm, 28.57mm,) 1.2 mm thick shutter glass strips, all aluminium member will be powder coated with coat not less than 1.5 micron in thickness including all accessories 4 bar hinge casement handle, 50 mm x 50 mm x 6 mm aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the Engineer-in-charge.

sqm

Tk.

7,832.00

14.18

Supplying, fitting and fixing of aluminium curtain wall along with 10 mm thick clear tempered glass as per the US Architectural aluminium Manufacturer's Association (AAMA) Standard Specification and BDS 1879:2014 having 115 mm , 64 mm, 3 mm curtain wall sub-mullim outer and inner frame, 15 mm thick casement outer frame (size 38.86 mm 36.6mm), 1.9 mm thick casement shutter (size 47.62 mm, 28.57 mm,) 1.2 mm thick shutter glass strips, all aluminium member will be powder coated with coat not less than 1.5 micron in thickness including all accessories 4 bar hinge casement handle, 50 m x 50mm x 6m aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the Engineer-in-charge.

sqm

Tk. 10,303.00

14.19

Supplying, fitting and fixing of 12 mm thick clear tempered glass wall upto 3.0 m height with vertical fin glass support of same thickness and support shall be at least 1.2 m c/c fixed properly with glass by silicon glue with supply and fittings of all required accessories such as SS u channel, nut bolts, aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the Engineer-in- charge.

sqm

Tk. 19,790.00

14.20

Supplying, fitting and fixing of 12 mm thick tempered glass wall from 3.0 m to 6.0 m height with spider point fixing joint and vertical fin glass support of same thickness, support shall be at least 1.2 m c/c fixed properly with main glass by silicon glue with supply and fittings of all required accessories such as SS u chennel, nut bolts, aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the Engineer-in-charge.

sqm

Tk. 19,782.00


Item No.

14.21


134

Description of Item

Unit

Unit Rate

Supplying, fitting and fixing of 12 mm thick clear tempered glass wall from 6.0 m to 8.2 m height with spider point fixing joint and vertical/ horizontal fin glass support of double thickness, support shall be at least 2 m c/c fixed properly with main glass by silicon glue with supply and fittings of all required accessories such as SS u chennel, nut bolts, aluminium angle, steel rowel bolt, screws , rivets norton tape masking tape, structural sealant, gum bracket rod etc. all complete in all respect as per drawing and direction of the Engineer-in-charge.

sqm

Tk. 20,076.00

………………….. END OF DIVISION FOURTEEN …………………..

CEMENT PLASTER, FAIR-FACE PLASTER AND POINTING WORKS


135

DIVISION 15 : CEMENT PLASTER, FAIR-FACE PLASTER AND POINTING WORKS Item No.

Description of Item

Unit

Unit Rate

15.1

Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to both inner-and outer surface of wall, finishing the corner and edges including washing of sand, cleaning the surface, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

243.00

15.2

Minimum 12 mm thick cement sand (F.M. 1.2) plaster with neat cement finishing to plinth wall with cement (1:4) up to 150 mm below ground level including washing of sand, finishing the edges and corners and curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

280.00

15.3

Minimum 12 mm thick cement sand (F.M. 1.2) plaster with neat cement finishing to dado with cement (1:4) up to 150 mm including washing of sand, finishing the edges and corners and curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-incharge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

295.00

15.4

Minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:6) having with fresh cement to both inner and outer surface of wall, finishing the edges and corners including washing of sand, cleaning the surface, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

228.00

15.5

Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:4) with fresh cement to ceiling, R.C.C. columns, beams, surface of stair case, sunshades, cornices, railings, drop wall, louvers, fins and finishing the corners and edges including washing of sand, cleaning the surface, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

225.00

15.6

Minimum 6 mm thick cement sand (F.M. 1.2) plaster (1:3) with fresh cement to ceiling, R.C.C. columns, beams, surface of stair case, sunshades, cornices, railings, drop wall, louvers, fins and finishing the corners and edges including washing of sand, cleaning the surface, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

222.00

15.7

Flush pointing to brick wall with cement sand (F.M. 1.2) mortar (1:2) with cement including raking out the joints, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

141.00

15.8

Rule pointing to brick wall with cement sand (F.M. 1.2) mortar (1:2) with fresh cement and raking out the joints, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

179.00


Item No.


136

Description of Item

Unit

Unit Rate

15.9

Raised or tack pointing work to brick wall with cement sand (F.M. 1.2) mortar (1:2) with fresh cement of minimum 12 mm x 20 mm in size including raking out the joints and necessary scaffolding, curing at least for 7 days, cleaning each and every brick, cutting the bricks with pumice stone where necessary etc. all complete in all floors, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge. (Cement: CEM-II/A-M) ground floor.

sqm

Tk.

441.00

15.10

Providing drip course or nosing at the edge of sunshade or cornice with cement sand (F.M. 1.2) mortar (1:2) with fresh cement, curing at least for 7 days, cost of water, electricity, scaffolding and other charges etc. all complete in all respect as per drawing and accepted by the Engineer-in-charge.

meter

Tk.

116.00

15.11.1

Making groove in plaster on outside wall upto 50 mm X 6 mm size including scaffolding, curing etc. complete as per drawing and accepted by the Engineer-in-charge.

meter

Tk.

22.00

15.11.2

Making groove in plaster on outside wall upto 38 mm X 6 mm size including scaffolding, curing etc. complete as per drawing and accepted by the Engineer-in-charge.

meter

Tk.

35.00

15.12

Minimum 10 mm thick fair face plaster using premix cement plaster (CP2 LGT/Stucco base premix or equivalent); initial background should be 19 mm rough cement plaster (1:4); then after passing 7 days curing time surface of newly constructed rough plaster should be throughly cleaned using a stiff brush to remove any dust, loose particles, wood pieces, mould oil etc, then the backgound needs to be throughly neutralized by applying potable water; Mixing premix cement plaster with water at water/powder ratio according to the specification of the manufacturer to form paste and apply on rough plaster surface; powder for making paste must be mixed with potable water only; apply the paste on the rough plaster surface by trowel to get smooth and shiny surface and cure the finished plaster suface for 2-3 days(3-4 times daily); finally water repellent coating to protect concrete surface; all complete with necessary scaffolding etc. accepted by the Engineerin-charge.(Rate is excluding the cost of 19 mm thick rough cement plaster and water repellent paint) ground Floor

sqm

Tk.

1,775.00

15.13.1

Making groove in fair face plaster on outside wall upto 50 mm X 6 mm size including scaffolding, curing etc. complete as per drawing and accepted by the Engineer-in-charge.

meter

Tk.

44.00

15.13.2

Making groove in fair face plaster on outside wall upto 38 mm X 6 mm size including scaffolding, curing etc. complete as per drawing and accepted by the Engineer-in-charge.

meter

Tk.

54.00

15.14

Minimum 1mm thick fair face coating using Master Emaco N 303 Rendroc FC/Top Crete 220 or equivalent product micro toping skim coat, a high performance single component polymer fortified, colored, cementitious micro topping that can be applied on a variety of horizontal and vertical plaster surfaces; initially background should be thoroughly cleaned using a stiff brush to remove any dust, loose particles, mould oil etc.; then the background needs to be thoroughly neutralized by applying potable water ; the ratio of fair face coating and water is 1.5:1 to 2:1 or as required for workability ; powder will be mixed with potable water in a drum by blending machine; the mixture can be spread to any horizontal and vertical plaster surface using trowel to get smooth and shiny surface; all complete with necessary scaffolding etc. accepted by the Engineer-in-charge. (Rate is excluding the cost of 19 mm thick rough cement plaster) ground floor.

sqm

Tk.

1,362.00


Item No.


137

Description of Item

Unit

15.15.1

Minimum 12 mm thick cement sand (F.M-1.2) water proof, damp proof, dry and breathable plaster (1:4) with water proof Izonil Cement (STN-EN -1015-11 , Compressive Strength 34 MPa ,Max depth of water penetration into hardened plaster is <1 mm) or equivalent compound to wall surface, finishing the corner and edges including washing of sand, cleaning the surface, scaffolding and curing at least for 3 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted –in-charge. (Izonil Cement/equivalent compound: water proof, damp proof, by the Engineer dry and breathable cement).

sqm

Tk.

504.00

15.15.2

Minimum 19 mm thick cement sand (F.M-1.2) water proof, damp proof, dry and breathable plaster (1:4) with water proof Izonil Cement (STN-EN -1015-11 , Compressive Strength 34 MPa ,Max depth of water penetration into hardened plaster is < 1 mm) /equivalent compound to wall surface, finishing the corner and edges including washing of sand, cleaning the surface, scaffolding and curing at least for 3 days, cost of water, electricity and other charges etc. all complete in all respect as per drawing and accepted –in-charge. (Izonil Cement/equivalent compound: water proof, damp proof, by the Engineer dry and breathable cement).

sqm

Tk.

655.00

15.16

Extra rate for plaster and all types of pointing shall be incorporated in the estimate

15.16.1

Add for each additional floor up to 5th floor.

sqm

Tk.

14.00

15.16.2


sqm

Tk.

21.00

15.16.3

Add for each additional floor 10th floor and above

sqm

Tk.

28.00

15.17

Pre-cast ventilators of minimum 25 mm thick of any design with cement sand (F.M.1.2) mortar (1:4) fitted and fixed in position, finishing with cement sand (F.M. 1.2) plaster (1:6) including necessary scaffolding and curing, in all floors accepted by the Engineer-incharge. (Cement: CEM-II/A-M)

sqm

Tk.

2,103.00

15.18

75 mm x 75 mm cornice of brick masonry in cement sand (F.M. 1.2) mortar (1:6) having minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:6) including scaffolding and curing at least for 7 days in all floors accepted by the Engineer-in-charge. (Cement: CEMII/A-M)

meter

Tk.

216.00

15.19

Supplying, fitting, fixing of broken and sharp glass 19 mm to 32 mm height, average 19 mm width placed at a distance approximately 25 mm center to center, embedding the same to 12 mm to 19 mm thick cement plaster with neat cement finishing including necessary scaffolding approved and accepted by the Engineer-in-charge. (Cement: CEMII/A-M)

sqm

Tk.

223.00

………………….. END OF DIVISION FIFTEEN …………………..

Unit Rate


PAINTING AND POLISHING

138

DIVISION 16 : PAINTING AND POLISHING Item No.

Description of Item

Unit

Unit Rate

16.1.1

Exterior standard acrylic emulsion paint of approved best quality and color having water resisting properties and resistance properties against fungi, fading & flaking delivered from authorized local agent of the manufacturer (Berger weather coat smooth/ Elite smooth exterior/ Asian apex weather coat or equivalent brand) in a sealed container; applying to exterior surface with surface preparation including cleaning, drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects using sand paper and necessary scaffolding; applying 1 coat of exterior sealer of specified brand on prepared surface; then applying 1 coat of exterior putty of specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water paper; finally applying 2 coats of exterior emulsion paint spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all complete in all floors and accepted by the Engineer-incharge.

sqm

Tk.

238.00

16.1.2

Exterior premium acrylic emulsion paint of approved best quality and color with high performance against dirt picking tendency and efflorosence resistence properties along with water resisting properties and resistance properties against fungi, fading and flaking from authorized local agent of the manufacturer (Berger weather coat antidirt long life/ Elite master coat/ Asian apex ultima or equivalent brand) in a sealed container; applying to exterior surface with surface preparation including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects using sand paper and necessary scaffolding; applying 1 coat of exterior sealer of specified brand on prepared surface; then applying 1 coat of exterior putty of specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water paper; finally applying 2 coats of exterior emulsion paint spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

261.00

16.2.1

Interior standard acrylic emulsion paint (plastic or matt finish ) of approved best quality and colour delivered from authorized local agent of the manufacturer (Berger robbialac plastic emulsion/Asian apcolite plastic emulsion or equivalent brand) in a sealed container; applying to interior wall and ceiling with surface preparation including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects using sand paper and necessary scaffolding; applying 1 coat of interior sealer of specified brand on prepared surface; then applying 1 coat of interior putty of specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water paper; finally applying 2 coats of interior emulsion paint spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all complete in all floors and accepted by the Engineer-incharge.

sqm

Tk.

234.00

16.2.2

Interior premium acrylic emulsion painting (silky finish) of approved best quality and colour delivered from authorized local agent of the manufacturer(Berger luxury silk emulsion/Elite super aclose silky finish/Asian royal luxury silk emulsion or equivalent brand) in a sealed container; applying to interior wall and ceiling with surface preparation including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects using sand paper and necessary scaffolding; applying 1 coat of interior sealer of specified brand on prepared surface; then applying 1 coat of interior putty of specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water paper; finally applying 2 coats of interior emulsion paint spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

259.00



Item No.

139

Description of Item

Unit

Unit Rate

16.2.3

Interior super premium acrylic emulsion painting (odorless) of approved best quality and colour delivered from authorized local agent of the manufacturer(Berger breath easy or equivalent brand) in a sealed container; applying to interior wall and ceiling with surface preparation including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects using sand paper and necessary scaffolding; applying 1 coat of interior sealer of specified brand on prepared surface; then applying 1 coat of interior putty of specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water paper, finally applying 2 coats of interior emulsion paint spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all complete in all floors accepted by the Engineer-in-charge.

sqm

Tk.

273.00

16.3.1

Standard synthetic enamel paint of approved best quality and colour delivered from authorized local agent of the manufacturer (Berger jhilik synthetic enamel/Elite quick drying/Asian decora synthetic enamel or equivalent brand) in a sealed container, having high water resistance, high bondibility, flexibility property; using specified brand thinner applying to metallic or wooden surface by brass/roller/spray in 2 coats over single coat anti-corrosive coating including cleaning, drying, making free from dirt, grease, wax, removing all chalked and scaled materials, all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

189.00

16.3.2

Premium synthetic enamel paint of approved best quality and colour delivered from authorized local agent of the manufacturer(Berger robbialac supergloss synthetic enamel/Elite lucky seven/ Asian apcolipe premium paint or equivalent brand) in a sealed container, having high water resistance, high bondibility, flexiblity property; using specified brand thinner applying to metallic or wooden surface by brass/roller/spray in two coats over single coat anti-corrosive coating including cleaning, drying, making free from dirt, grease, wax, removing all chalked and scaled materials, all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

198.00

16.4

Interior design paint of approved best quality and colour delivered from authorized local agent of the manufacturer (Berger illusion/Elite elunima/Asian royal play or equivalent brand) in a sealed container; applying to interior wall and ceiling with surface preparation including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects using sand paper and necessary scaffolding; applying 1 coat of interior sealer of specified brand on prepared surface; then applying 1 coat of interior putty of specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water paper; applying 3 coats of interior design paint; 1st coat on prepared suface , then applying 1 design coat on the 1st coat and finally applying 1 protection coat on the design coat for protecting the design spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all complete in all floors and accepted by the Engineer-incharge.

sqm

Tk.

706.00

16.5

Textured paint of approved best quality and colour delivered from authorized local agent of the manufacturer in a sealed container; applying to interior wall and ceiling including surface preparation including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus if required must be treated with fungicidal solution, mending good the surface defects using sand paper and necessary scaffolding; applying 1 coat of interior sealer of specified brand on prepared surface; then applying 1 coat of interior putty of specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water paper; applying 3 coats of texture paint; 1st coat on prepared suface , then applying 1 texture coat on the 1st coat and finally applying 1 top coat on the texture coat upto desired finishing by brush/roller/spray etc. with necessary scaffolding ; all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

620.00



Item No.

140

Description of Item

Unit

Unit Rate

16.6

Chlorinated rubber paint of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container; surface preparation including cleaning, drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus (if required must be treated with fungicidal solution) flaking paints, washing the surface with soap water/caustic soda, mending good the surface defects, smoothening the surface by putty, sand papering the surface; applying to concrete surfaces and walls in three coats by brush/roller/spray etc. upto desired finishing, elapsing specified time for drying and re-coating; with necessary scaffolding all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

329.00

16.7

Epoxy enamel paint of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container; surface preparation including cleaning, drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus (if required must be treated with fungicidal solution) flaking paints, washing the surface with soap water/caustic soda, mending good the surface defects, smoothening the surface by putty, sand papering the surface; applying to concrete surfaces and walls in three coats by brush/roller/spray etc. upto desired finishing;elapsing specified time for drying and recoating; with necessary scaffolding all complete in all floors and accepted by the Engineerin-charge.

sqm

Tk.

418.00

16.8

Silicon based water repellent of approved quality delivered from authorized local agent of the manufacturer in a sealed container; surface preparation including cleaning, drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects using sand paper and necessary scaffolding; applying 3 coats of silicon based water repellent on exposed brick surface/fair face surface spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

226.00

16.9

French polishing to door and window frames and shutter by three coats over a coat of priming including putty, cleaning, finishing and polishing with sand paper etc. all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

372.00

16.10

Wood varnishing of approved quality and colour delivered from authorized local agent of the manufacturer in a sealed container using brand specified thinner to door and window frame and shutter in three coats, applied with brush including cleaning oil, grease, dirt, making dry, sand papering, if required washing with weak detergent solution, stripping out the colour straps, finishing the surface, etc. all complete in all floors and accepted by the Engineer-in-charge.

16.10.1

Yacht

sqm

Tk.

188.00

16.10.2

Egg-shell

sqm

Tk.

189.00

16.10.3

Matt

sqm

Tk.

188.00

16.11

Approved best quality and colour synthetic polyvinyl distemper delivered from authorized local agent of the manufacturer in a sealed container, applying to wall and ceiling with surface preparation including cleaning drying, making free from dirt, grease, wax, removing all chalked and scaled materials, fungus, mending good the surface defects using sand paper and necessary scaffolding; applying 1 coat of interior sealer of specified brand on prepared surface; then applying 1 coat of interior putty of specified brand for levelling, spot filling, crack filling and cutting by sand paper/zero water paper; finally applying 2 coats of synthetic polyvinyl distemper spreading by brush/roller/spray & necessary scaffolding etc. upto desired finishing, elapsing specified time for drying or recoating; all complete in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

196.00



Item No.

141

Description of Item

Unit

16.12

White washing by three coats, lime mixture prepared at least 12 hours before use, slacking stone lime, supplying of gums, blue, stirring thoroughly, removing the floating materials from the mixer, surface cleaning to free from all foreign materials before application of each coat, applying one vertical and one horizontal wash for each coat and successive coat is to be applied after drying up of previous coat including hair brass, providing necessary scaffolding and cleaning plinth, floors, doors, windows, portions and ventilators by washing, rubbing, oiling if necessary after white wash for all floors including cost of water, electricity and other charges etc. complete in all respect in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

22.00

16.13

Colour wash with yellow orchard/any other colour pigment by two coats over a prime coat of white wash, lime mixture prepared at least 12 hours before use, slacking stone lime, supplying of gums, blue, stirring thoroughly, removing the floating materials from the mixer, surface cleaning to free from all foreign materials before application of each coat, applying one vertical and one horizontal wash for each coat and successive coat is to be applied after drying up of previous coat including hair brass, providing necessary scaffolding and cleaning plinth, floors, doors, windows, portions and ventilators by washing, rubbing, oiling if necessary after white wash for all floors including cost of water, electricity and other charges etc. complete in all respect in all floors and accepted by the Engineer-in-charge.

sqm

Tk.

25.00

16.14

Application of 02 coats of self leveling epoxy compound (4 mm thick) as base coat & finishing coat over a single layer of screet coat (primer) for making smooth hygienic floor surface; all chemicals delivered from authorized local agent of the manufacturer in sealed container; materials having high water resistence, high bondibility, flexibility property; applying by applicator machine after being mixed by force action mixer elapsing time for drying; surface preparation including surface cleaning from dust, oil or dirt, preparing underlying surface having minimum moisture content, smoothening, finishing & polishing by grinding machine & necessary tools, repairing significant ups/downs in floor before application with sacaffolding, testing charges etc. all complete in all floors approved & accepted by the Engineer-in-charge.

sqm

Tk.

2,079.00

………………….. END OF DIVISION SIXTEEN …………………..

Unit Rate

LIME TERRACING, ROOF TOP WATER PROOFING FOR GARDEN AND SWIMMIMG POOL


142

DIVISION 17: LIME TERRACING, ROOF TOP WATER PROOFING FOR GARDEN AND SWIMMIMG POOL Item No.

Description of Item

Unit

Unit Rate

17.1

Supply and application of non-toxic two components acrylic polymer modified cementitious coating (minimum 1.5 mm thickness) for water proofing of roof/ roof garden/ swimmimg pool which consists of powder and liquid acrylic emulsion; under a protective cover of plaster/ cement concrete/ tiles etc. as per standard specification and accepted by the Engineer-in-charge. (Rate is excluding the cost of protective cover)

sqm

Tk.

758.00

17.2

Preparation and making gravel pack for roof top gardening with supply of 25 mm down graded pea gravels including sieving, washing, compacting etc. complete as per standard specification and accepted by the Engineer-in-charge. Ground floor

cum

Tk.

4,392.00

17.2.1

Extra rate for gravel pack work in additional floor:

17.2.1.1


cum

Tk.

102.00

17.2.1.2


cum

Tk.

136.00

17.2.1.3


cum

Tk.

171.00

17.3

Supply and application of 19 mm thick (9.5 mm X 2 layer) water proof, damp proof, dry and breathable plaster on roof slab/ underground water reservoir/ overhead water reservoir/ basement/retaining wall with water proof, damp proof, dry and breathable Izonil cement (STN-EN -1015-11, compressive strength 34 MPa ,max depth of water penetration into hardened plaster is < 1 mm) or equivalent compound in a proportion of 1:2.4 (Izonil cement or equivalent compound 1: sand 2.4) after cement grouting on existing concrete surface including finishing the corner and edges, washing sand, cleaning the surface scaffolding and curing at least 3 days etc. all completed in all respects as per direction of Engineering-in-charge. Above mentioned plaster includes glass fiber mesh of 10 mm X 10 mm grid and weight 110 gm/sqm placed in between two layers.

sqm

Tk.

1,002.00

17.4

Average 100 mm thick finished lime terracing with 20 mm down graded first class brick chips (khoa), surki from 1st class bricks and minimum lime content 500 kg per 2.83 cubic meter (stone lime brought at site, not being powdered in open air and to be slaked in presence of engineer-in-charge and to be measured in volume three days after slaking for using in the mix) in the proportion 7:2:2 (brick chips : surki : lime) including preparation of the mix on the ground by making a suitable platform under proper polythene cover. Cutting the mix twice daily with limewater (1:10) at least for 7 days until the mix attain desirable consistency. Laying the mix in proper slope, beating the same with standard „koppa‟ for minimum 7 days to gain maximum consolidation, making ghoondy and neat finishing with lime Surki mortar (1:2) and curing for 21 days providing polythene cover after each day work and cleaning etc. complete in all respect accepted by the Engineer-in-charge.

cum

Tk. 13,165.00

1st Floor 17.4.1

Extra rate for lime terracing work in additional floor:

17.4.1.1


cum

Tk.

102.00

17.4.1.2


cum

Tk.

136.00

17.4.1.3


cum

Tk.

171.00

LIME TERRACING, ROOF TOP WATER PROOFING FOR GARDEN AND SWIMMIMG POOL

Item No.


143

Description of Item

Unit

17.5.1

25 mm thick ferrocement treatment work for water proofing on roof having minimum cement content relates to mix ratio 1:2 cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type –1, and best quality coarse sand (F.M. 2.2) including, the supply of all materials, cutting, binding of one layer of 20 BWG galvanized wire mesh having minimum yield strength fy = 450 MPa & having 2 mesh per 25 mm in both ways, clear cover 12 mm at the middle of the ferrocement lining, with washing of sand, chipping, cleaning the surface, watering, grouting, casting, laying on proper level of roof top or floor in panels (1.25 m x 1.25 m). Compaction including leveling, curing at least for 21 days including cost of water, electricity, in all respect as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

1,265.00

17.5.2

25 mm thick ferrocement treatment work for heat and water proofing on roof having minimum cement content relates to mix ratio 1:2 cement conforming to BDS EN-197-1CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type –1, and best quality coarse sand (F.M. 2.2) including, the supply of all materials, cutting, binding of one layer of 20 BWG galvanized wire mesh having minimum yield strength fy = 450 Mpa & having 2 mesh per 25mm in both ways, clear cover 12mm at the middle of the ferrocement lining, applying 62 mm thick EPS sheet having density 15 kg per cum, with washing of sand, chipping, cleaning the surface, watering, grouting, casting, laying on proper level of roof top or floor in panels (1.25 m x 1.25 m). Compaction including leveling, curing at least for 21 days including cost of water, electricity, in all respect as per drawing, design and accepted by the Engineer-incharge.

sqm

Tk.

1,603.00

………………….. END OF DIVISION SEVENTEEN …………………..

Unit Rate


FALSE CEILING, WALL PANELING

144

DIVISION 18 : FALSE CEILING, WALL PANELING Item No.

Description of Item

Unit

Unit Rate

18.1.1

Supplying, fitting and fixing plain particle board ceiling (complying unit wt 499 to 550 kg/m3, bending strength 0.35 N/mm2, max swelling 8%, moisture content not more than 10%), of 12 mm thick with best quality and well seasoned Garjan wood frame of section 75 mm x 38 mm at 600 mm x 600 mm in grid suspended from ceiling or roof or beam by 12 SWG double ply G.I. wire fixed to the ceiling by rowel plug, screws, hooks, nails etc, maintaining straight lines and desired finished level at bottom face including vertical strut as required, cutting holes in slabs or beams by electric drill machine and mending good the damages, if any during execution of the work, also including cost and carriage of all materials, accessories, labour for installation, electricity charge, scaffolding, screws, nails, painting 2 coats over a coat of priming with best quality and approved colour synthetic enamel paint etc. all complete, as per drawing design and accepted by the Engineer-incharge. (All sizes of wood are finished)

sqm

Tk.

2,913.00

18.1.2

Supplying, fitting and fixing plain particle board as in item 18.1.1. for ceiling of 12 mm for auditorium and other type of tall structures beyond 4 m up to 8 m , which do not cover the above item [Item No. 18.1.1]. Description of item is the same as in item No. 18.1.1 above.

sqm

Tk.

3,147.00

18.1.3

Supplying, fitting and fixing of 12 mm thick melamine board ceiling laminated by mechanical hot press milk white PVC membrane, framing by aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining straight lines and desired finished level at bottom face including vertical wooden strut as required, making holes in slabs or beams by electric drill machine and mending good the damages, if any during execution of the work, also including cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

1,765.00

18.2.1

Supplying, fitting and fixing gypsum board ceiling of 9 mm thick board laminated by mechanical hot press with milk white PVC membrane, framing by aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining straight lines and desired finished level at bottom face including vertical wooden strut as required, making holes in slabs or beams by electric drill machine and mending good the damages, if any during execution of the work, also including cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

2,130.00

18.2.2

Supplying, fitting and fixing veneered board ceiling of 12 mm thick board laminated by mechanical hot press with a milk white PVC membrane, framing by aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining straight lines and desired finished level at bottom face including vertical wooden strut as required, making holes in slabs or beams by electric drill machine and mending good the damages, if any during execution of the work, also including cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

2,546.00



Item No.

145

Description of Item

Unit

Unit Rate

18.2.3

Supplying, fitting and fixing of 9 mm thick perforated gypsum board false ceiling, framing by aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining straight lines and desired finished level at bottom face including vertical wooden strut as required, making holes in slabs or beams by electric drill machine and mending good the damages, if any during execution of the work, also including cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per drawing, design and accepted by the Engineer-incharge.

sqm

Tk.

2,208.00

18.2.4

Supplying, fitting and fixing of best quality 6 mm thick PVC board false ceiling of size 600 mm x 600 mm of approved design , minimumn PVC content of 35%, framing by aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining straight lines and desired finished level at bottom face including vertical wooden strut as required, making holes in slabs or beams by electric drill machine and mending good the damages, if any during execution of the work, also including cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

3,153.00

18.2.5

Supplying, fitting and fixing of 0.6 mm thick best quality solid aluminium metal board false ceiling of size 600 mm x 600 mm, powder coated of approved design, framing by aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining straight lines and desired finished level at bottom face including vertical wooden strut as required, making holes in slabs or beams by electric drill machine and mending good the damages, if any during execution of the work, also including cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

2,936.00

18.2.6

Supplying, fitting and fixing of 0.6 mm thick best quality perforated aluminium metal board false ceiling of size 600 mm x 600 mm, powder coated of approved design, inner side is coverd by black tissue/ fabric to protect the hole from air circulation, framing by aluminium T-bar of natural anodized finish suspended in 600 mm x 600 mm grid from ceiling by 12 SWG double ply wire, fixed to the ceiling by rowel plug, screws, hooks, nails etc., maintaining straight lines and desired finished level at bottom face including vertical wooden strut as required, making holes in slabs or beams by electric drill machine and mending good the damages, if any during execution of the work, also including cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails, etc. all complete as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

2,676.00

18.2.7

Supplying, fitting & fixing of designed seamless false ceiling with 6 mm thick fiber cement board, framing by furring channel/ G. I. angle suspended in 600 mm x 600 mm grid from ceiling using G.I fitting angle, locking clips etc. including plastic paint of desired colour, cost of all materials, electricity, accessories, scaffoldings, labour for installation, screws, nails etc. all complete as per drawing, design and accepted by the Engineer-incharge.

sqm

Tk.

2,980.00

18.3.1

Supplying, fitting and fixing 12 mm thick burma teak (BT) veneered board in walling with best quality and well seasoned garjan wood frame of section 75 mm x 38 mm at 600 x 600 mm in grid, fitted and fixed to wall by plugs, nails, screws etc. including treatment of inner surface with termite and damp proofing agent maintaining leveled and finished exposed faces including. making holes in wall and mending good the damages, if any during execution of the work, also including cost and carriage of all materials, electricity, accessories, labour for installation, scaffolding, screws, nails etc. including french polishing by 3 coats over a coat of priming etc. all complete as per design, approved sample and accepted by the Engineer-in-charge.

sqm

Tk.

3,317.00



Item No.

146

Description of Item

Unit

18.3.2

Supplying, fitting and fixing 12 mm thick particle board in walling with best quality and well seasoned Garjan wood frame of section 75 mm x 38 mm at 600 mm x 600 mm in grid, fitted and fixed to wall by plugs, nails, screws etc. including treatment of inner surface with termite and damp proofing agent maintaining leveled and finished exposed faces including. making holes in wall and mending good the damages, if any during execution of the work, also including cost and carriage of all materials, electricity, accessories, labour for installation, scaffolding, screws, nails etc. including french polishing by 3 coats over a coat of priming etc. all complete as per design, approved sample and accepted by the Engineer-in-charge.

sqm

Tk.

2,661.00

18.3.3

Supplying, fitting and fixing best quality wall paper along with 12 mm thick PVC solid board in walling with furring chanel frame of section 75 mm x 38 mm at 600 mm x 600 mm in grid, fitted and fixed to wall by plugs, nails, screws etc. including treatment of inner surface with termite and damp proofing agent maintaining leveled and finished exposed faces including making holes in wall and mending good the damages, if any during execution of the work, also including cost and carriage of wall paper and other materials, electricity, accessories, labour for installation, scaffolding, screws, nails etc. all complete as per design, approved and accepted by the Engineer-in-charge.

sqm

Tk.

3,706.00

18.3.4

Supplying, fitting and fixing best quality wall paper on finished plaster surface including cost and carriage of wall paper and other materials, electricity, accessories, labour for installation, scaffolding, screws, nails etc. all complete as per design, approved and accepted by the Engineer-in-charge.

sqm

Tk.

1,048.00

………………….. END OF DIVISION EIGHTEEN …………………..

Unit Rate

COLLAPSIBLE GATE, M.S. GATE, ROLLING SHUTTER ETC.


147

DIVISION 19 : COLLAPSIBLE GATE, M.S. GATE, ROLLING SHUTTER ETC. Item No.

Description of Item

Unit

Unit Rate

19.1.1

Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape made of 25 mm x 25 mm x 3 mm S.S. angle placed @ 112 mm c/c vertically and connecting the same with each other by 25 mm x 3 mm S.S flat bar scissors 525 mm/ 600 mm long provided in 3 rows including cutting the different S.S. members to required sizes, fabricating, welding, riveting with required size rivets, providing required size wheels, pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally placing the same in position in between 2 (two) nos. 50 mm x 50 mm x 6 mm S.S. tee rail made by welding 2 nos. 50 mm x 6 mm S.S. flat bar fitted and fixed at top and bottom with R.C.C. lintel/roof slab, floors and side wall with required nos. 150 mm to 225 mm long 38 mm x 6 mm S.S. flat bar clamps one end welded with the gate member and the other end bifurcated and embedded in C.C. at the respective point including cutting holes and mending good the damages by pouring concrete (1:2:4) into the holes and finishing, both end carriage, including greasing, electrodes, curing etc. complete as per drawing and design and accepted by the Engineer-in-charge .

sqm

Tk. 17,525.00

19.1.2

Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape made of 20 mm x 20 mm x 3 mm S.S. angle placed @ 112 mm c/c vertically and connecting the same with each other by 20 mm x 3 mm S.S flat bar scissors 525 mm/ 600 mm long provided in 3 rows including cutting the different S.S. members to required sizes, fabricating, welding, riveting with required size rivets, providing required size wheels, pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally placing the same in position in between 2 (two) nos. 50 mm x 50 mm x 6 mm S.S. tee rail made by welding 2 nos. 50 mm x 6 mm S.S. flat bar fitted and fixed at top and bottom with R.C.C. lintel/roof slab, floors and side wall with required Nos. 150 mm to 225 mm long 38 mm x 6 mm S.S. flat bar clamps one end welded with the gate member and the other end bifurcated and embedded in C.C. at the respective point including cutting holes and mending good the damages by pouring concrete (1:2:4) into the holes and finishing, both end carriage, including greasing, electrodes, curing etc. complete as per drawing and design and accepted by the Engineer-in-charge.

sqm

Tk. 14,217.00

19.1.3

Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape made of 25 mm x 25 mm x 3 mm M.S. angle placed @ 112 mm c/c vertically and connecting the same with each other by 25 mm x 3 mm M.S flat bar scissors 525 mm/ 600 mm long provided in 3 rows including cutting the different M.S. members to required sizes, fabricating, welding, riveting with required size rivets, providing required size wheels, pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally placing the same in position in between 2 (two) Nos. 50 mm x 50 mm x 6 mm M.S. tee rail made by welding 2 nos. 50 mm x 6 mm M.S. flat bar fitted and fixed at top and bottom with R.C.C. lintel/roof slab, floors and side wall with required nos. 150 mm to 225 mm long 38 mm x 6 mm M.S. flat bar clamps one end welded with the gate member and the other end bifurcated and embedded in C.C. at the respective point including cutting holes and mending good the damages by pouring concrete (1:2:4) into the holes and finishing, etc complete, painting 2 (two) coats with approved best quality synthetic enamel paint over a coat of anticorrosive painting, both end carriage, including greasing, electrodes, curing etc. complete as per drawing and design and accepted by the Engineer-in-charge. (Rate is excluding the cost of painting)

sqm

Tk.

5,299.00


Item No.


148

Description of Item

Unit

Unit Rate

19.1.4

Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape made of 20 mm x 20 mm x 3 mm M.S. angle placed @ 112 mm c/c vertically and connecting the same with each other by 20 mm x 3 mm M.S flat bar scissors 525 mm/ 600 mm long provided in 3 rows including cutting the different M.S. members to required sizes, fabricating, welding, riveting with required size rivets, providing required size wheels, pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally placing the same in position in between 2 (two) nos. 50 mm x 50 mm x 6 mm M.S. tee rail made by welding 2 nos. 50 mm x 6 mm M.S. flat bar fitted and fixed at top and bottom with R.C.C. lintel/roof slab, floors and side wall with required Nos. 150 mm to 225 mm long 38 mm x 6 mm M.S. flat bar clamps one end welded with the gate member and the other end bifurcated and embedded in C.C. at the respective point including cutting holes and mending good the damages by pouring concrete (1:2:4) into the holes and finishing, etc complete, painting 2 (two) coats with approved best quality synthetic enamel paint over a coat of anticorrosive painting, both end carriage, including greasing, electrodes, curing etc. complete as per drawing and design and accepted by the Engineer-in-charge. (Rate is excluding the cost of paint).

sqm

Tk.

4,494.00

19.2.1

Supplying, fitting, fixing, and installation of ordinary type M.S. gate (double leaf) of any design and shape with 38 x 38 x 6 mm M.S. Angle outer frame having 16 mm dia M.S. rod placed vertically @ 75 mm c/c. at bottom part and top part (200 mm long arrows) and also placed horizontally at bottom for interconnection of 16 mm dia M.S. rod placed vertically as per design, the top part covered with 18 BWG M.S. sheet and fixed with 4 nos. 38 mm x 6 mm F.I. bars placed diagonally and 4 Nos. 38 mm x 6 mm F.I. bars placed horizontally and vertically all passing through the center, providing locking arrangements on 3 mm thick M.S. plate one for main gate and one for minimum 600 mm x 1025 mm pocket gate with 38 mm x 38 mm x 6 mm M.S. angle and 16 mm dia M.S. rod placed vertically @ 75 mm c/c, providing 38 mm x 38 mm x 6 mm M.S. angle clamps fitted and fixed with the outer frame of the main gate, the clamp being embedded in R.C.C. or R.C.C. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages, finishing, curing etc. including riveting, welding as and where necessary, painting two coats with approved quality of synthetic enamel paint over a coat of priming of anti-corrosive paint etc. all complete as per drawing, design and accepted by the Engineer-in-charge(Rate is excluding the cost of paint).

sqm

Tk.

6,036.00

19.2.2

Manufacturing, supplying and fitting-fixing security door with 25 mm dia M.S. rod and outer frame with 50 mm x 50 mm x 6 mm M.S. angle including locking arrangement as per approved design and drawing providing 38 mm x 38 mm x 6 mm M.S. angle clamps fitted and fixed with the outer frame of the main gate, the clamp being embedded in R.C.C. or R.C.C. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages, finishing, curing etc. including riveting, welding as and where necessary, painting two coats with approved quality of synthetic enamel paint over a coat of priming of anti-corrosive paint etc. all complete as per drawing, design and accepted by the Engineer-in-charge. (Rate is excluding the cost of paint).

sqm

Tk. 10,767.00

19.3

Supplying, fitting, fixing, and installation of ordinary type M.S. security gate of any design and shape with 50 mm x 50 mm x 6 mm M.S. angle outer frame and 02 (two) 50 mm x 50 mm x 6 mm angle placed diagonally having 22 mm dia M.S. rod placed vertically @ 115 mm c/c. and also 38 mm x 6 mm F.I placed horizontally, the bottom part covered with 3 mm thick M.S. sheet providing locking arrangements on 3 mm thick M.S. plate providing heavy type clamps fitted and fixed with the outer frame of the main gate, the clamp being embedded in R.C.C. or R.C. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages, finishing, curing etc. including fabrication, riveting, welding as and where necessary, etc. all complete as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

5,283.00


Item No.


149

Description of Item

Unit

Unit Rate

19.4

Supplying, fitting, fixing and installation of ordinary type M.S. gate (double leaf) of any design and shape with 38 mm x 38 mm x 6 mm M.S. angle box (made by welding 2 nos. 38 mm x 38 mm x 6 mm angle) outer frame having 25 mm x 50 mm x 25 mm x 5 mm M.S. channel (made by welding 2 nos. of channel) placed part diagonally after cutting and shaping as per requirement, part horizontally @ 75 mm c/c, the two part of each leaf being separated by a vertical member of 38 mm x 38 mm x 6 mm M.S. box and welded the each ends of diagonal and horizontal members properly with the box frame as per architectural drawing providing full locking arrangement on 3 mm thick M.S. plates providing 38 mm x 38 mm x 6 mm M.S. angle clamps, fitting fixing with the outer frame of the gate, the clamp being embedded in R.C.C. pillars with cement concrete (1:2:4) including. cutting holes and mending good the damages, finishing, curing and where necessary painting two coats with approved quality of synthetic enamel paint over a coat of priming of anticorrosive paint etc. all complete including making and providing 50 mm x 6 mm M.S. rail and 38 mm wheel for smooth movement of the gate etc. all complete as per drawing, design and accepted by the Engineer-in-charge. [Rate is excluding the cost of painting]

sqm

Tk.

7,843.00

19.5

Manufacturing, supplying, fitting and fixing G.I. pipe gate of any design and shape having 38 mm dia G.I. pipe outer frame and 19 mm dia. G.I. pipe vertical member placed @ 75 mm c/c by welding at top and bottom of G.I. pipe frame, cutting the pipes in proper shape and size including making semicircular band at the corners of the outer frame without damaging the pipe, covering 50% of the gate area with 18 BWG M.S. sheet, providing also two extra horizontal 38 mm dia G.I. pipes welded with vertical post, providing 6 nos. huskle domney with R.C.C. or R.C.C core pillar with cement concrete (1:2:4) in masonry including cutting holes, mending good the damages, making provision for minimum 0.61 m x 1.4 m pocket gate having its outer frame and inner vertical members made with 19 mm dia G.I. pipe including necessary locking arrangements. Painting the gate with 2 (two) coats of synthetic enamel paint over a coat of anti-corrosive priming, welding as and where necessary including necessary locking arrangement and providing 2 Nos. 16 mm M.S. socket bolts etc. all complete as per design and drawing and accepted by the Engineer-incharge. [Rate is excluding the cost of painting]

sqm

Tk.

9,011.00

19.6

Supplying, fitting and fixing of rolling shutter of any design and shape made of 24 SWG G.P. sheet unit minimum 69 mm width having 10 mm and 12 mm dia circular folding at ends, rolled in machine, locked together properly to form rolling shutter, top of the shutter to be fitted with circular spring box made of 22 BWG sheet, containing best quality spring made in China, nutted with 38 mm G.I. pipe at one end and the other end nutted to shutter including fitting the G.I. pipe again with 375 mm x 300 mm x 6 mm pankha at ends with side guide channel (side channel consist of 50 mm x 100 mm x 6 mm M.S. plate with 2 mm x 19 mm x 3 mm F.I. bar, middle channel consist of 2 mm x 150 mm x 6 mm M.S. plate with 2 mm x19 mm x 6 mm fixed to wall or column with clamps embedded in R.C.C. part by cement concrete (1:2:4) including cutting holes (minimum 3 mm x 25 mm x 6 mm) mending the damages, finishing, curing, bottom end of shutter fitted to folded G.P. sheet (min 125 mm width in two layers), which is again fitted to 25 mm x 25 mm x 3 mm angle, providing handle with F.I. bar 25 mm x 6 mm and locking arrangement in both sides, painting two coats with approved colour and brand of synthetic enamel paint over a coat of priming etc. complete in all respect accepted by the Engineer-in-charge. [Rate is excluding the cost of painting]

sqm

Tk.

5,461.00


Item No.

19.7


Description of Item

Unit

Manufacturing, supplying, fitting, fixing of ordinary type M.S. folding gate with 12mm x 12mm MS square solid bar and 25 mm x 25mm x 6 mm MS angle box frame and two nos outer side fixed box post made with 40 mm x 40 mm x 6 mm angle at both ends attached to column/wall side including locking arrangement providing 38 mm x 38 mm x 6 mm M.S. angle clamps fitted and fixed with the outer frame of the main gate, the clamp being embedded in R.C.C. or R.C.C. core pillar with cement concrete (1:2:4) in masonry including cutting holes and mending good the damages, finishing, curing etc. including riveting, welding as and where necessary, painting two coats with approved quality of synthetic enamel paint over a coat of priming of anti-corrosive paint etc. all complete as per drawing, design and accepted by the Engineer-in-charge. (Rate is excluding the cost of paint)

sqm

………………….. END OF DIVISION NINETEEN …………………..

150

Unit Rate

Tk.

5,116.00


STAIR & VERANDAH RAILING AND STAIR NOSING

151

DIVISION 20 : STAIR & VERANDAH RAILING AND STAIR NOSING Item No.

Description of Item

Unit

Unit Rate

20.1

Manufacturing, supplying, fitting and fixing of stair railing of any standard height of any design and shape with square box (2 nos.in each tread) made by thorough welding of 2 nos. 19 mm x 19 mm x 3 mm M.S. angle to provide hand-rail, engraving each box 150 mm in the concrete by 50 mm x 50 mm x 6 mm anchor plate at base, welding 38 mm x 6 mm F.I. bar inclined plain with the top of the box to fit in the grooved wooden rail by necessary screws including cutting grooves in concrete, mending good the damages with cement concrete (1:2:4), applying first class polish to hand rail, 2 (two) coats of synthetic enamel paint of approved quality over a prime coat etc. finished in all respect for all floors and accepted by the Engineer-in-charge.(Exposed area of railing will be considered for measurement, rate is excluding the cost of hand-rail and cost of painting).

sqm

Tk.

3,441.00

20.2

Manufacturing, supplying, fitting and fixing of stair railing of standard height of any design and shape with square box (2 nos. box in each tread) made by thorough welding of 2 nos. 25 mm x 25 mm x 5 mm M.S. angle, engraving each box 150 mm in the concrete by 50 mm x 50 mm x 6 mm anchor plate at base, welding 50 mm x 50 mm x 6 mm F.I. bar in inclined plain with the top of the box fitted in the grooved wooden rail and 2 Nos. 225 mm x 25 mm finished section of wooden strip fitted and fixed at mid height of railing at both side of M.S. angle box in inclined plain parallel to the hand rail etc. fitted and fixed by necessary screws, nails including cutting grooves in concrete, mending good the damages with cement concrete (1:2:4) applying 1st class french polish to wooden hand rail and inclined wooden strip and painting to F.I bar and square box with 2 (two) coats of synthetic enamel paint of approved quality and colour over a prime coat etc. complete in all respect for all floors and accepted by the Engineer-in-charge.

sqm

Tk.

6,614.00

20.3

Supplying, fitting and fixing 12 mm dia G.I pipe stair railing of any standard height of any design and shape with 50 mm x 50 mm x 6 mm M.S. plate at the base of 12 mm dia G.I. Pipe and fitted and fixed by welding. Placing the pipes vertically @ 250 mm c/c (1 nos. in each steps) 150 mm embedded into the R.C.C tread of stair case after cutting grooves and mending good the damages with C.C. and providing 38 mm x 6 mm F.I. bar on the top of G.I. pipe to provide wooden hand rail of any design including polishing, painting etc. all complete and accepted by the Engineer-in-charge. (Exposed area of railing will be considered for measurement, rate is excluding the cost of paint, wood for railing)

20.3.1

With the provision of hand rail of size: 150 mm x 62 mm (finished)

sqm

Tk.

2,193.00

20.3.2

With the provision of hand rail of size: 112 mm x 62 mm (finished)

sqm

Tk.

2,895.00

20.4

Supplying, fitting and fixing stainless steel (SS) stair railing of standard height with 2 mm thick 62 mm dia pipe for hand-rail, 2 mm thick 40 mm dia 5 nos vertical pipes in each flight, 2 mm thick 20 mm dia 5 nos horizontal pipes as per drawing, design including carrying, polishing fabricating, welding and fixing with tread by 25 mm long royal bolt etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

5,361.00

20.5.1

Supplying, fitting and fixing of 12 mm dia G.I pipe stair railing of any standard height and design and shape with 50 mm x 50 mm x 6 mm M.S. plate at the base of 12 mm dia G.I. Pipe and fitting & fixing by welding. Placing the pipes vertically @ 125 mm c/c (2 nos. in each steps) 150 mm embedded into the R.C.C tread of stair case after cutting grooves and mending good the damages with C.C. and providing 38 mm x 6 mm F.I. bar on the top of G.I. pipe to provide 37 mm G.I. pipe hand rail of any design including polishing, painting etc. all complete and accepted by the Engineer-in-charge.(Exposed area of railing will be considered for measurement, rate is excluding the cost of paint, wood for railing)

sqm

Tk.

3,736.00



Item No.

152

Description of Item

Unit

Unit Rate

20.5.2

Supplying, fitting and fixing 12 mm dia G.I pipe stair railing of any standard height of any design and shape with 50 x 50 x 6 mm M.S. plate at the base of 12 mm dia G.I. Pipe and fitting & fixing by welding. Placing the pipes vertically @ 125 mm c/c (2 nos. in each steps) 150 mm embedded into the R.C.C tread of stair case after cutting grooves and mending good the damages with C.C. and providing 38 mm x 6 mm F.I. bar on the top of G.I. pipe to provide 50 mm G.I. pipe hand rail of any design including polishing, painting etc. all complete and accepted by the Engineer-in-charge.(Exposed area of railing will be considered for measurement, rate is excluding the cost of paint, wood for railing)

sqm

Tk.

20.6

Supplying, fitting and fixing verandah railing with 2 mm thick 50 mm dia SS hand rail, 2 mm thick 20 mm dia 5 nos SS horizontal pipes, 2 mm thick 50 mm x 25 mm SS box vertical post @ 450 mm c/c. Among the vertical box post 5 nos box posts will be fitted with floor bed by 65 mm x 55 mm x 6 mm SS plate, remaining no SS box post will be fitted and fixed with 50 mm x 25 mm x 2 mm SS horizontal box at bottom (50 mm above from floor bottom) including all fittings, fixtures, polishing, carrying etc. all complete as per approved design and drawing and accepted by the Engineer-in-charge.

sqm

Tk. 10,268.00

20.7

Supplying, fitting and fixing 10 mm thick tempered glass railing in stair with 62 mm dia 2 mm thick SS pipe for hand rail, 5 nos 62 mm x 50 mm x 2 mm vertical pipe in each flight fitted and fixed with 65 mm x 55 mm x 6 mm SS base plate including welding, bending, fabricating, polishing all complete as per drawing, desing and specification etc all complete in all respect and accepted by Engineer-in-charge.

sqm

Tk.

20.8

Supplying, fitting and fixing 10 mm thick tempered glass railing in verandah with 62 mm dia 2 mm thick SS pipe for hand rail, 5 nos 62 mm x 50 mm x 2 mm vertical box fitted with concrete slab by 65 mm x 55 mm x 6 mm SS plate @ 600 mm c/c including all fittings, fixtures as per drawing, desing and specification etc all complete in all respect and accepted by Engineer-in-charge.

sqm

Tk. 11,717.00

20.9

Providing nosing to the nose of tread of stair including supplying 3 nos. of 75 mm long 12 mm x 3 mm F.I./SS bar clamps with bifurcated ends in each treads including fitting and fixing with the angle by welding and fitting and fixing the angle by cutting grooves in R.C.C, fixing and finishing and the same with C.C. (1:2:4) etc. cost of electricity and other charges all complete and accepted by the Engineer-in-charge.

20.9.1

Providing 38 mm x 38 mm x 6 mm M.S. angle to the nosing of steps of staircase

meter

Tk.

372.00

20.9.2

Providing nosing 32 mm x 32 mm x 6 mm M.S. angle to the nosing of steps of stair case.

meter

Tk.

327.00

20.9.3

Providing 25 mm x 25 mm x 6 mm size M.S. angle to the nosing of stair case.

meter

Tk.

283.00

20.9.4

Providing 38 mm x 38 mm x 6 mm brass angle to the nosing of steps of stair case

meter

Tk.

1,439.00

20.9.5

Providing 38 mm x 38 mm x 6 mm S.S. angle to the nosing of steps of staircase

meter

Tk.

1,252.00

20.9.6

Providing 32 mm x 32 mm x 6 mm S.S. angle to the nosing of steps of stair case..

meter

Tk.

1,002.00

20.9.7

Providing 25 mmx 25 m x 6 mm size S.S. angle to the nosing of stair case.

meter

Tk.

919.00

20.10

Supplying, fitting & fixing of column guard made of 50 mm x 50 mm x 6 mm M.S. angle around column & 50 mm x 6 mm F.I. bar for Tie at the top including fitting and fixing with the angle by welding, fitting and fixing the angle by cutting grooves in R.C.C, fixing and finishing the same with C.C. (1:2:4) etc. cost of electricity and other charges all complete and accepted by the Engineer-in-charge.

meter

Tk.

504.00

4,333.00

9,787.00



Item No.

20.11

Description of Item

Unit

Supplying, fitting & fixing of column guard made of 75 mm x 75 mm x 3 mm S.S. angle at corner of column including supplying 3 Nos. of 75 mm long 12 mm x 3 mm SS bar clamp with bifurcated ends, fitting and fixing with the angle by welding, fitting and fixing the angle by cutting grooves in R.C.C, fixing and finishing the same with C.C. (1:2:4) etc. cost of electricity and other charges all complete and accepted by the Engineer-in-charge.

meter

………………….. END OF DIVISION TWENTY …………………..

153

Unit Rate

Tk.

1,633.00


GRILL FENCING AND BARBED WIRE FENCING

154

DIVISION 21 : GRILL FENCING AND BARBED WIRE FENCING Item No.

Description of Item

Unit

Unit Rate

21.1

Supplying, fitting and fixing steel grill fencing of any design and shape in boundary wall with 31 mm x 6 mm F.I. bar @ 150 mm c/c placed vertically after cutting as per required measurement. Welding the said F.I. bar with 2 nos. horizontal 30 mm x 6 mm F.I. bar placed one at top and another at bottom including embedding/fixing the horizontal F.I. bar in position with cutting grooves in wall up to 150 mm depth and mending good the damages with C.C. (1:2:4), finishing with two coats of painting with synthetic enamel paint over a coat of anti-corrosive paint etc. complete as per drawing and design and accepted by the Engineer-in-charge. (Rate is excluding the cost of painting)

sqm

Tk.

2,173.00

21.2

Supplying, fitting and fixing steel grill fencing of any design and shape made with 19 mm x 6 mm box tube (box made with 2 nos.19 mm x 19 mm x 6 mm angle by continuous welding) placed vertically @ 150 mm c/c and welding the said vertical boxes with two Nos. horizontal 25 x 25 x 6 mm angle box (made with 2 Nos. 25 x 25 x 6 mm angle by welding), placing one at bottom and another at top and again fitting & fixing by welding the said horizontal tube box (with vertical 38 mm x 38 mm x 6 mm angle box post made with 2 nos. 38 mm x 38 mm x 6 mm angle by welding) provided @ 1800 mm c/c including embedding the tube box post in brick R.C.C. pillar or core wall up to 375 mm depth after cutting grooves in wall/pillar including mending good the damages with C.C. (1:2:4) and finishing, curing, 2 coats of approved synthetic enamel paint over a coat of anti-corrosive paint etc. all complete as per design, drawing and accepted by the Engineer-in-charge. (Rate is excluding the cost of painting)

sqm

Tk.

4,685.00

21.3

Manufacturing, supplying, fitting and fixing M.S. grill fencing as per design with outer frames having 38 mm x 38 mm x 6 mm M.S. angle and inner members having 6 mm dia M.S. rod placed @ 110 mm c/c diagonally on both direction, welding each cris-cross end of rod with corners of outer frame including cutting rods and size angles to required shapes and size and setting the entire fence with the previously installed box tube (box tube made with 2 nos. angle) post including thorough and full welding the frame with the angle box posts, painting 2 coats of synthetic enamel paint over a coat of anti-corrosive priming etc. all complete as per drawing and accepted by the Engineer-in-charge.(Rate is excluding the cost of angle box tube post and its installation and excluding the cost of paint)

sqm

Tk.

2,431.00

21.4

Manufacturing, supplying, fitting and fixing M.S. box tube (made with 2 nos angle) post (bottom end bifurcated) made by thorough welding of two Nos. 38 x 38 x 6 mm M.S. angle and vertically placing the post into C.C. or R.C.C. foundation including cutting angle to required shape and size including covering the top of the post with 6 mm thick M.S. plate etc. all complete as per drawing and accepted by the Engineer-in-charge.(Rate is excluding the cost of C.C./R.C.C. foundation and paint)

sqm

Tk.

934.00

21.5

Providing barbed wire fencing with R.C.C (1:2:4) pillars @ 2.43 m c/c. and of section 100 mm x 100 mm at top and 150 mm x 150 mm at bottom of 2.13 m total height (1.37 m above G.L. and 0.76 m below G.L.) including 150 mm thick, 450 mm square spread footings (pillars reinforced with 4 Nos. 10 mm dia main rod and 6 mm dia stirrups @ 150 mm c/c, footing reinforced with 5 Nos. 10 mm dia rod both ways) supplying, fitting and fixing 8 lines of barbed wire horizontally (fixed with the post through 6 mm dia rods embedded in to the post) and 2 lines diagonally from post to post with 12 BWG 2 ply barbed wire, with 4 points barbs @ at least 112 mm c/c including 6 mm thick (1:4) cement plaster up to 1500 mm length of the pillars etc. complete and accepted by the Engineerin-charge. (Rate is excluding the cost of concrete and reinforcement which is to be paid as per corresponding items in the schedule)

sqm

Tk.

155.00


GRILL FENCING AND BARBED WIRE FENCING

Item No.

155

Description of Item

Unit

21.6

Providing barbed wire fencing with average 100 mm dia best quality local ballah post of 1.98 m total height (1.37 m above G.L. and minimum 0.60 m embedded in the ground) placed at 1800 mm c/c with 9 nos. horizontal lines and 2 nos. diagonal lines of 12 BWG 2 ply barbed wire with 4 points barbs @ at least 112 mm c/c in each way of 1.8 m including embedding the post tightly in ground and providing a cement concrete base of 200 mm x 200 mm x 300 mm around ballah at E.G.L, stretching the wires and fixing with the post with the help of minimum 62 mm long G.I. nails including supply of all materials etc. all complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of ballah and its driving/fixing and concrete which is to be paid as per corresponding items in the schedule)

sqm

Tk.

270.00

21.7

Supplying, fitting and fixing 12 BWG barbed wire (2 ply, 4 points) in fencing work @ 150 mm c/c in both horizontally and vertically, supported by 38 mm x 38 mm x 6 mm M.S. L-shape angle post (300 mm embedded in R.C.C. or in brick work with a cement concrete base of 75 mm x 75 mm x 300 mm) 600 mm vertical and 450 mm inclined or as per requirement @ 2.4 m c/c including straightening, binding the joints with 18 BWG wire, making holes in the angle etc. including supplying all necessary materials complete in all respect and accepted by the Engineer-in-charge. (Rate is excluding the cost of R.C.C or brick work or C.C. which is to be paid as per corresponding items in the schedule)

sqm

Tk.

831.00

21.8

Supplying, fitting and fixing 12 BWG barbed wire (2 ply, 4 points) in fencing work @ 150 mm c/c both horizontally and vertically, supported by 38 mm x 38 mm x 6 mm M.S. Y-shape angle post (300 mm embedded in R.C.C. or in brick work with a cement concrete base of 75 mm x 75 mm x 300 mm) 600 mm vertical and 450 mm inclined or as per requirement @ 2.4 m c/c including straightening, binding the joints with 18 BWG wire, making holes in the angle etc. including supplying all necessary materials complete in all respect and accepted by the Engineer-in-charge. (Rate is excluding the cost of R.C.C or brick work or C.C. which is to be paid as per corresponding items in the schedule)

sqm

Tk.

887.00

21.9

Supplying, fitting and fixing 12 BWG barbed wire fencing in a circular shape of 600 mm dia and 76 mm pitch fitted with MS rod casing (made by 8 nos. 10 mm dia plain bar in a circular pattern and placed at equal interval ), 38 x 38 x 6 mm M.S. angle post (300 mm embedded in R.C.C. or in brick work with a cement concrete base of 75 mm x 75 mm x 300 mm) and 600 mm vertical and 450 mm inclined placed @ 3.0 m c/c including straightening, binding the joints with 18 BWG wire, making holes in the angle etc. including supply of all necessary materials complete in all respect and accepted by the Engineer-incharge. (Rate is excluding the cost of R.C.C or brick work or C.C. which is to be paid as per corresponding items in the schedule)

meter

Tk.

2,427.00

`

………………….. END OF DIVISION TWENTY ONE …………………..

Unit Rate


MISCELLANEOUS ITEMS

156

DIVISION 22 : MISCELLANEOUS ITEMS Item No.

Description of Item

Unit

Unit Rate

22.1

Supplying, fitting and fixing of wooden wedge (12 mm base x 12 mm height) instead of putty for fixing glass panes with wooden frame by nails or by any other approved method including the cost of necessary wood, painting/polishing, nails etc. and excluding the cost of wooden frame, and painting and 5 mm thick glass panes all complete and accepted by the Engineer-in-charge.

meter

Tk.

68.00

22.2

Supplying, fitting and fixing of 20 mm dia foreign made aluminium pipe curtain rail for door and window including cutting and fitting fixing as per required measurement and supplying necessary screws, electric drill and rowel plug including charge of electricity etc. complete and accepted by the Engineer-in-charge.

meter

Tk.

655.00

22.3

Supplying, fitting and fixing 10 mm thick clear tempered glass door including all accessories, 1 set floor mounted auto door closure, special quality 2 nos clamping devices, 1 set locking device, top hinge and handle etc. complete in all respect as per drawing and direction of the Engineer-in-charge.

sqm

Tk. 15,604.00

22.4

Supplying, fitting and fixing 10 mm thick clear glass partition with 44 mm, 44 mm, 1.5 mm aluminium box, protector bit (single), protector bit (double) including all accessories etc. all complete and as per drawing and direction of the Engineer-in-charge.

sqm

Tk.

2,861.00

22.5

Supplying, fitting and fixing of C.T wood strip (62 mm x 25 mm x 20 mm) for fixing of aluminium curtain rails as per design and drawing, fitting and fixing coat of priming etc. all complete and accepted by the Engineer-in-charge.(Rate is excluding the cost of polishing and painting etc.)

meter

Tk.

743.00

22.6

Supplying, fitting and fixing vertical venetian blinds made with glass fiber fabrics (foreign made) with supply of all materials (foreign made) such as head rail (aluminium), end capset, rod tilt, sigger (stopper), runner, spacer (link), handling cord, ball chain, link chain, cord-weight weight-plate plastic washer, glass fiber fabrics, and head cap-set etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

1,896.00

22.7

Supplying, fitting and fixing horizontal venetian blinds of 25 mm width made with aluminium foils/ strips (foreign made) with supply of all materials (foreign made) such as head rail, bottom rail, rod tilt, head cap, bottom cap, gear box, stick, support and cap, cord drum and support, bracket, cord lock, cord equalizer, top holder, ladder, cord, handling cord and aluminium foils etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

1,440.00

22.8

Supplying, fitting and fixing of horizontal zebra blind made with polyester fabrics, synthetic net with 3 inch vinyl/upvc coated strips (foreign made) with supply of all materials (foreign made) such as head rail, bottom rail, rod tilt, head cap, bottom cap, gear box, stick, support and cap, cord drum and support, bracket, cord lock, cord equalizer, top holder, ladder, cord, handling cord and aluminium foils etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

3,260.00

22.9

Supplying, fitting and fixing of blackout/ translucent roller blind of PVC/ vinyl laminated fiberglass fabrics (foreign made) with supply of all materials (foreign made) such as head rail (aluminium), end cap-set, rod tilt, sigger (stopper), runner, spacer (link), handling cord, ball chain, link chain, cord-weight weight-plate plastic washer, glass fiber fabrics, and head cap-set etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

2,594.00


MISCELLANEOUS ITEMS

Item No.

157

Description of Item

Unit

Unit Rate

22.10

Supplying, fitting & fixing of steel iron rack made of 50 mm x 50 mm x 6.35 mm vertical and horizontal angle post, welding 63.5 mm x 6.35 mm F.I. bar placed horizontally as bracing for the posts, 38 mm x 6.35 mm cross F.I. bars welded with vertical post, 12.7 mm thick M.S plate welded as cup shape at the bottom of post, supplying and fitting rivets, charge for welding, drilling, carrying, cutting, straightening in required sizes etc in all respect as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

9,578.00

22.11

Supplying fitting & fixing of uPVC plastic door or window frame having specific gravity 1.35 - 1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in brick wall/ R.C.C wall with 6 Nos. GI clamp, 4 nos inner joint GI clamp, 2 nos. outer GI joint clamp, 16 nos. rivet making necessary grooves and mending good the damages, finishing, curing, carriage etc complete in all respect accepted by the Engineer-in-charge.

meter

Tk.

278.00

22.12

Supplying, fitting, fixing of uPVC hollow or solid plastic door shutter having specific gravity of 1.35 - 1.45, thickness 1.7 mm-2.2 mm, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards of different sizes, fitted fixed with uPVC plastic door frame weighing 5.82 kg/m2 with at least 3 Nos. SS hinges by min 64 Nos. Ø 3.17 mm and 3.97 mm 12.7 mm long rivets, 12 nos. 25.4 mm SS screws, Ø 9.38 mm, 150 mm long SS tower bolts 2 nos., 146 mm SS handle by rivet 2 Nos., G.I inner joint, 234.95 mm x 127 mm clamp, 76.2 mm x 57.15 mm, 25 mm dia 1 no ss haspbolt, special type round lock, carrying the same to the site and local carriage etc. complete in all respect and accepted by the Engineer-incharge.

22.12.1

760 mm x 1980 mm uPVC plastic shutter (hollow).

each

Tk.

3,650.00

22.12.2

760 mm x 2130 mm uPVC plastic shutter (solid).

each

Tk.

3,762.00

22.12.3

910 mm x 2130 mm uPVC plastic shutter (hollow).

each

Tk.

3,955.00

22.12.4

990 mm x 2130 mm uPVC plastic shutter (solid).

each

Tk.

4,130.00

22.13

Supplying, fitting & fixing of uPVC plastic or glass partition in plastic frame fabricated by 70 mm x 50 mm x 2 mm T and 50 mm x 40 mm x 2 mm / 50 mm x 30 mm x 2 mm Lsections, providing partition with 156 mm x 25 mm uPVC hollow section having wall thickness of 2.5 mm / partition with 5 mm thick glass. physical, chemical, thermal, fire resistivity properties etc of the materials as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards, fitted and fixed in brick wall or R.C.C wall with 6 nos. GI clamps, 4 nos. inner joint GI clamps, 2 nos. outer GI joint clamps, 16 nos. rivets, making necessary grooves and mending good the damages, finishing, curing, carriage etc complete in all respect and accepted by the Engineer-in-charge.

22.13.1

With partition of uPVC hollow section

sqm

Tk.

2,666.00

22.13.2

With 5 mm glass

sqm

Tk.

2,175.00

22.14

Supplying, fitting & fixing of uPVC Profile for door, window and fixed partition frames applications having specific gravity of 1.36-1.43, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards including all accessories, fittings with 6 nos. steel clamps complete in all respect as per drawing and accepted by the Engineer-in-charge.

meter

Tk.

527.00


MISCELLANEOUS ITEMS

Item No.

Description of Item

Unit

158

Unit Rate

22.15

Supplying, fitting & fixing of swing door shutter made of low density free foam (LDFF) sheet having standard size 1200 mm x 3200 mm. Physical properties: density: 0.55-0.68 g/cm3, weighing 1.3 kg/sft, providing new sash (100 mm), sliding glass bead, rubber, screws, 75 mm hinges 4 Nos., 100 mm tower bolt 2 Nos., 150 mm handle 2 nos. etc. including all accessories complete in all respect as per drawing and accepted by the Engineer-in-charge.

22.15.1

1950 mm x 750 mm size 8 mm thick uPVC swing door shutter

each

Tk.

22.15.2


each

Tk. 10,109.00

22.15.3


each

Tk. 10,387.00

22.16

Supplying, fitting & fixing of plastic wall paneling with 3 mm sheet, weighing 0.188 kg/sft, fitting and mending good the damages, carriage to the site including glass bead, partition frame, rubber, 5 mm clear glass fitted and fixed with screws, steel clamp etc all complete and accepted by the Engineer-in-charge.

sqm

Tk.

1,268.00

22.17

Supplying, fitting & fixing of uPVC profile fixed partition with 5 mm clear glass, weighing 1.032 kg/sft, fitting and mending good the damages, carriage etc. complete in all respect and accepted by the Engineer-in-charge.

sqm

Tk.

3,385.00

22.18.

Supplying, fitting & fixing of uPVC profile sliding window having gross weight of 14.00 kg/sqm (including 5 mm glass) fitting and mending good the damages, carries etc complete in all respect accepted by the Engineer-in-charge.

22.18.1

uPVC sliding window with 5 mm glass (1200 mm x 1200 mm size)

sqm

Tk.

4,667.00

22.18.2

uPVC sliding window without glass (1200 mm x 1200 mm size)

sqm

Tk.

3,815.00

22.19

Supplying, fitting & fixing of plastic wood paneling in false ceiling with 6 mm sheet, weighing 3.85 kg/sqm, fitting and mending good the damages, carries etc complete in all respect and accepted by the Engineer-in-charge

sqm

Tk.

1,332.00

22.20

Supplying, fitting and fixing of approved quality 190 mm x 190 mm size glass bricks in round stair wall including all accessories & charges, complete in all respect and accepted by the Engineer-in-charge.

sqm

Tk. 14,910.00

22.21

Supplying, fitting & fixing 50 mm thick rock or glass wool padding of approved quality and accepted by the Engineer-in-charge.

sqm

Tk.

22.22

Manufacturing supplying, fitting and fixing of single leaf louver door shutter made with 16 gauge thick 50 mm x 50 mm SS hollow box as outer frame, 16 gauge thick 50 mm x 38 mm SS hollow box as pannel frame and 18 gauge thick 50 mm x 12 mm SS hollow box as louver with 150 mm long 12 mm dia SS handle, 300 mm long 20 mm dia ss hasp bolt, 100 mm hings etc, comple in all respect and accepted by the Engineering-in charge.

sqm

Tk. 22,545.00

22.23.1

Supplying, laying, fitting & fixing best quality 225 mm dia (internal) machine made R.C.C. pipe over 100 mm thick cement concrete (1:3:6) at base and sides including single brick flat soling and gasket with cement mortar (1:4) joints, cutting and filling trenches up to required depth including excavation of soil etc. all complete in all respect as per type plan and accepted by the Engineer-in-charge (average depth of trench is 1050 mm). (Cement: CEM-II/A-M)

meter

Tk.

9,832.00

3,843.00

1,359.00


MISCELLANEOUS ITEMS

Item No.

159

Description of Item

Unit

22.23.2

Supplying, laying, fitting & fixing best quality 300 mm dia (internal) machine made R.C.C. pipe over 100 mm thick cement concrete (1:3:6) at base and sides including single brick flat soling and gasket with cement mortar (1:4) joints, cutting and filling trenches up to required depth including excavation of soil etc. all complete in all respect as per type plan and accepted by the Engineer-in-charge (average depth of trench is 1050 mm).(Cement: CEM-II/A-M)

meter

Tk.

22.23.3

Supplying, laying and fitting-fixing 900 mm dia RCC pipe of approved quality and accepted by the Engineer-in-charge. [Rate is excluding cost for excavation, back-fill, materials for back-fill and bedding]

meter

Tk. 10,009.00

22.24

Supplying, making, fitting & fixing of R.C.C. door/window frame of 155 mm x 65 mm which is made by using M.S. rod (fy = 400 MPa) fabrication work with 24 BWG G.I. wire, steel formworks with minimum cement concrete relates mix ratio (1:2:4) having minimum f'cr = 27 MPa & satisfying a specified compressive strength, f'c= 22 MPa at 28 days and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ ASTM-C 150 type –1, best quality 50% quantity of local sand (F.M. 1.2) and 50% quantity of coarse sand (F.M. 2.2), 6 mm down well graded stone chips, screening, making, placing in position, making shutter/formworks water-tight properly, jute hassian, polythene sheet, placing of 100 mm long welded iron hinges with 6 mm dia M.S. rod clamp in position and mixing with mixer machine, casting in forms, compacting properly and curing at least for 21 days, removing shuttering and demoulding etc. all complete including the cost of water, electricity and other charges as per design, drawing and accepted by the Engineer-in-charge. (Considering cross section of the frame 153 mm x 64 mm).

meter

Tk.

22.25

Supply & installation of fire rated door complete & accepted by the Engineer-in-charge with the following specification:

sqm

Tk. 48,217.00

Standard(s) for safety : UL Certified, NFPA 80 standard ANSI / UL 10C: Positive pressure of fire tests of door assemblies. ANSI / UL 10B: Fire tests of door assemblies. UL Subject 63: Outline of investigation for fire frames. Shutter materials: Mild steel. Fire resistivity (Door & frame): Two hours. Fire resistivity (accessories): Three hours (panic bar, pul handle, ceramic fibre tape for sealing smoke, hinge, bolt and screw, mortice lock, door closer Door frame: 2 vertical fire resisting jamb and 1 fire resisting horizontal jamb made with single rabbet hollow steel chanel frame made of 2.3 mm imported cold rolled mild steel sheet. Four SS hinges (size: 112 mm x 100 mm x 3.4mm) are used on each leaf screwd with frame Door leaf: Door leaf faces consists of 1.6 mm thick imported cold rolled MS sheet attached together using interlocking mechanism and tack welding which is filled with imported 100kg/m3 rock wool cake. Stiffeners should be used inside to strengthen structure. Vision Panel: Made of UL certified 5 mm glass. It has clear vision area of 150 mm x 100 mm. Its frame is mae of 1.6 mm imported cold rolled MS sheet and SS pop rivet used for fixing. Ceramic fibre tape is used for sealing smoke.

Unit Rate

2,214.00

136.00


MISCELLANEOUS ITEMS

Item No.

Description of Item

Internal insulation: Rock wool. Surface treatment: All MS sheets are chemically treated coated with zinc phosphate before assembly in highly equipped chemical treatment plant. All chemicals are imported. Paint Finish: Epoxy powder coated paint finish and curing in temperature controlled gas oven.

………………….. END OF DIVISION TWENTY TWO …………………..

Unit

160

Unit Rate


FERROCEMENT WORKS

161

DIVISION 23 : FERROCEMENT WORKS Item No.

Description of Item

23.1

Supplying, fitting & fixing of pre-cast ferrocement roof panel which is made by using vibration table & steel shutter with minimum cement content relates to mix ratio 1:2 for flange having minimum compressive strength 30 MPa (28 days standard cube strength) and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C150 type- 1, best quality coarse sand of equivalent F.M. 2.2, 2 layers of 18 BWG galvanized/epoxy coated wire mesh having minimum yield strength fy= 450 MPa & having 2 meshes per 25 mm and reinforced cement concrete works for rib with minimum cement content relates to mix ratio 1:1.5:3 having minimum f‟cr = 30 MPa and satisfying a specified compressive strength f'c = 25 MPa, best quality coarse sand of equivalent F.M. 2.2 and 12 mm down well graded stone chips conforming to ASTM C-33, supplying, fabrication and fixing to details as per design, deformed bar reinforcement BDS ISO 6935-2:2006, including straightening and cleaning rust, if any, bending and binding in position with supply of 24 nos GI wires, remove the shuttering, lifting the panel to floor/roof level, keeping on proper position, filling the interstices with cement concrete (1:1.5:3), satisfying a specified compressive strength f'c = 25 MPa, stitching overlapped wire meshes with 18 BWG GI wire, filling with mortar (1:2), casting of 25 mm thick as screeding (1:1.5:3) using 6 mm down stone chips and M.S. rod (fy=400 MPa) with fabrication over F.C. panel including the cost of reinforcement & wire mesh, curing at least for 7 days including the cost of water, electricity and other charges all complete as per design, drawing and accepted by the Engineer-in-charge.

23.1.1

For ground floor, span up to 3810 mm for floor/roof slab.

23.1.2

Extra cost shall be incorporated in the estimate for each additional floor

23.1.2.1

Unit

Unit Rate

sqm

Tk.

2,354.00

Add for each additional span length of 150 mm long direction (3810 mm
sqm

Tk.

9.00

23.1.2.2


sqm

Tk.

35.00

23.1.2.3

Add for each additional floor from 6th floor

sqm

Tk.

40.00

23.2

Supplying, fitting & fixing of 20 mm thick ferrocement folded plate roof which is made by using vibration table & steel shutter with minimum cement content relates to mix ratio 1:2, having minimum compressive strength of 30 MPa (28 days standard cube strength) and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type- 1, best quality coarse sand of equivalent F.M. 2.2, 1 layer of 20 BWG galvanized/epoxy coated wire mesh having minimum yield strength fy=450 MPa & having 2 meshes per 25 mm, fabrication and fixing to details as per design, deformed bar reinforcement BDS ISO 69352:2006, including straightening and cleaning the rust, if any, bending and binding in position with supply of 24 BWG GI wires, removing the shutter, lifting, keeping on proper position, curing at least for 7 days including the cost of water, electricity and other charges all complete as per design, drawing and accepted by the Engineer-in-charge.

23.2.1

For ground floor, span up to 3810 mm

sqm

Tk.

1,890.00

23.2.1.1

Add for each additional span length of 150 mm long direction (3810 mm < span ≤ 4800 mm)

sqm

Tk.

9.00

23.2.2.1


sqm

Tk.

35.00

23.2.2.2


sqm

Tk.

40.00


FERROCEMENT WORKS

Item No.

Description of Item

23.3

Supplying, fitting & fixing of 20 mm thick ferrocement corrugated sheet roof which is made by using vibration table & steel shutter with minimum cement content relates to mix ratio 1:2, having minimum compressive strength of 30 MPa (28 days standard cube strength) and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type-1, best quality coarse sand of equivalent F.M. 2.2, 1 layer of 20 BWG galvanized/epoxy coated wire mesh having minimum yield strength fy=450 Mpa & having 2 meshes per 25 mm and supplying, fabrication and fixing to details as per design, deformed bar reinforcement BDS ISO 6935-2:2006 including straightening and cleaning rust, if any, bending and binding in position with supply of 24 nos GI wires, removing the shutter, lifting on ground floor roof, keeping on proper position, curing at least for 28 days including the cost of water, electricity and other charges all complete as per design, drawing and accepted by the Engineer-in-charge.

23.3.1


23.3.2


23.3.2.1

Unit

162

Unit Rate

sqm

Tk.

1,626.00


sqm

Tk.

35.00

23.3.2.2.


sqm

Tk.

40.00

23.4

Supplying, fitting & fixing of pre-cast Ferrocement L-Panel which is made by using vibration table & steel shutter with minimum cement content relates to mix ratio 1:2 for flange having minimum compressive strength of 30 MPa (28 days standard cube strength) and cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type- 1, best quality coarse sand of equivalent F.M. 2.2, 2 layers of 20 BWG galvanized/epoxy coated wire mesh having minimum yield strength fy=450 Mpa & having 2 meshes per 25 mm and reinforced cement concrete works for rib with minimum cement content relates to mix ratio 1:1.5:3 having minimum f‟cr = 30 MPa and satisfying a specified compressive strength f'c = 25 MPa, best quality coarse sand of equivalent F.M. 2.2 and 12 mm down well graded stone chips conforming to ASTM C-33, supplying, fabrication and fixing to details as per design, deformed bar reinforcement BDS ISO 6935-2:2006 including straightening and cleaning rust, if any, bending and binding in position, curing at least for 28 days with supply of GI wires, remove the shuttering of ferrocement L-panel, lifting the panel to floor/roof level, keeping on proper position, the cost of water, electricity and other charges all complete as per design, drawing and accepted by the Engineer-in-charge.

23.4.1


sqm

Tk.

1,375.00

23.4.2


23.4.2.1


sqm

Tk.

35.00

23.4.2.2


sqm

Tk.

40.00

23.5

Supplying, making and fitting fixing of ferrocement door/window frame 155 mm x 65 mm which is made by using M.S. rod (fy = 400 MPa) fabrication work minimum cement content relates to mix ratio 1:2 cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ ASTM-C 150 type –1, coarse sand (F.M. 2.2), cutting, bending, binding of one layer 20 BWG galvanized / epoxy coated wire mesh having minimum yield strength fy=450 MPa & 12 mm c/c gap in both directions with 24 BWG. G.I. wire, jute hassain, polythene sheet, placing of 100 mm long welded iron hinges including 6 mm dia M.S. rod clamp fittings, fixing in position, casting with neat cement finishing demoulding and lean cement sand (1:8) cement, sand (F.M. 1:2) and curing at least for 28 days etc. all complete including the cost of water, electricity, testing and other charge as per design, drawing and accepted by the Engineer-in-charge. (Considering x- section of the frame is 153 mm x 64 mm).

meter

Tk.

567.00


FERROCEMENT WORKS

Item No.

163

Description of Item

Unit

Unit Rate

23.6

25 mm thick cast-in-situ ferrocement wall with minimum cement content relates to mix ratio 1:2, cement conforming to BDS EN-197-1-CEM-I, 52.5N (52.5MPa)/ASTM-C 150 type –1, and best quality coarse sand (F.M. 2.2) M.S. rod fabrication in accordance with BDS, ISO 6935-2:2006 straighting and cleaning rust if any, bending and binding in position with supply of 8 mm dia M.S. rod 250 mm c/c vertically, 6 mm dia 250 mm c/c horizontally, 24 nos G.I. wire splices laps etc. 2 layers of 20 BWG galvanized wire mesh having minimum yield strength fy=450 Mpa & 2 mesh per 25 mm, casting and finishing the both surfaces with cement sand (F.M.-1.2) mortar (1:3) and curing at least for 21 days, including the cost of water, electricity and other charges in all complete as per drawing, design and accepted by the Engineer-in-charge.

sqm

Tk.

1,719.00

23.7

Supplying, fitting & fixing of 25 mm thick pre-cast ferrocement wall panel with minimum cement content relates to mix ratio 1:2, cement conforming to BDS EN-197-1-CEM-1, 52.5N (52.5MPa)/ ASTM-C 150 type –1 and best quality coarse sand (F.M. 2.2) and 2 layers of 20 BWG galvanized wire mesh having minimum yield strength fy=450 Mpa & 2 mesh per 25 mm, including cutting, binding, bending, with 24 B.W.G. G.I. wire, casting and finishing the both surfaces with cement sand (F.M.-1.2) Mortar (1:3) and curing at least for 21 days before lifting, fitting & fixing the Ferrocement plate in proper position with making rib, supply of 8 mm dia M.S. rod 250 mm c/c vertically, 6 mm dia 250 mm c/c horizontally fabrication in accordance with BDS, ISD 6935-2.2006 straighting and cleaning rust if any, bending and binding in position with supply of G.I. wire etc. the cost of water, electricity and other charges, complete in all respect and accepted by the Engineer-incharge

23.7.1

Ground Floor

sqm

Tk.

1,572.00

23.7.2


sqm

Tk.

18.00

23.7.3


sqm

Tk.

28.00

23.7.4


sqm

Tk.

32.00

23.8

90 mm thick partition wall with f errocement sandwich panel wall (cast in situ) using mortar having compressive strength not less than 15.0 N/mm2 and fitting-fixing of EPS sheet size (3000 mm x 1200 mm x 63 mm),8 mm M.S. bar and its fabrication in both side with 20 BWG galvanized wire mesh having minimum yield strength fy=450 Mpa & 2 mesh per 25 mm, in compliance with ASTM C129 fairly uniform thickness and water absorption not more than 7% including necessary scaffolding, cleaning and curing at least for 7 days including cost of water, electricity and other charges etc. in all complete accepted by the Engineer-in-charge.

23.8,1

Ground Floor

sqm

Tk.

2,037.00

23.8.2


sqm

Tk.

13.00

23.8.3


sqm

Tk.

18.00

23.8.4


sqm

Tk.

21.00


FERROCEMENT WORKS

Item No.

23.9

Description of Item

Unit

40 mm ferro-cement slab on soil-cement stabilized sub-grade in ground floor etc. with minimum cement content relates to mix ratio 1:2 having minimum compressive strength of 30 MPa (28 days standard cube strength) and cement conforming to BDS EN-197-1-CEM1, best quality coarse (F.M. 2.2) sand, 2 layer of 20 BWG galvanized/epoxy coated wire mesh having minimum yield strength fy=450 Mpa & having 2 mesh per 25 mm with minimum clear cover 12 mm both top & bottom, true to desired level, placing, compacting, curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge.

sqm

………………….. END OF DIVISION TWENTY THREE …………………..

164

Unit Rate

Tk.

1,247.00


ROAD AND PAVEMENT WORKS

165

DIVISION 24: ROAD AND PAVEMENT WORKS Item No.

Description of Item

Unit

Unit Rate

24.1

Earth work in road embankment up to a lift of 1.5 m in all kinds of soil including cutting and throwing earth in layers not exceeding 150 mm in thickness, breaking clods up to 40 mm size in each layer, ramming, leveling and dressing as per required side slope and alignment with earth borrowed from the road side govt. acquired land for any leads and maintaining the embankment true to level and side slopes as per profiles for one year from the date of completion including making dug, bailing, profiling etc. complete and accepted by the Engineer-in-charge.

24.1.1

For initial lift of 1.5 m

cum

Tk.

145.00

24.1.2

For additional lift of 1 m beyond 1.5 m up to 2.5 m

cum

Tk.

165.00

24.1.3


cum

Tk.

186.00

24.1.4


cum

Tk.

206.00

24.1.5


cum

Tk.

227.00

24.1.6


cum

Tk.

247.00

24.2

Earthwork in box cutting in all types of soil. Removing soil to a safe distance, maintaining proper alignment, camber and grade including leveling, dressing and compacting the sub grade as per drawing and accepted by the Engineer-in-charge.

24.2.1

Depth up to 300 mm

sqm

Tk.

50.00

24.2.2

Depth up to 450 mm

sqm

Tk.

71.00

24.3

Creating turf on the side slopes and top of embankment with good quality turf not less than 225 mm square chunk, watering till the grass grown including all leads and lifts etc. complete and accepted by the Engineer-in-charge.

sqm

Tk.

17.00

24.4

Single layer brick flat soling in road work with first class or picked jhama bricks as per alignment, camber and grade including filling joints with sand (F.M. 0.80) etc. complete including cost of all materials and accepted by the Engineer-in-charge.

sqm

Tk.

438.00

24.5

Brick on edges pavement in herring bone bond (HBB) with first class or picked jhama bricks as per alignment, camber and grade over 12 mm thick sand cushion (F.M. 0.80) including filling the joints with the same sand including cost of all materials and accepted by the Engineer-in-charge.

sqm

Tk.

713.00

24.6

Double brick flat soling in roadwork with first class or picked jhama bricks as per alignment, camber and grade including filling the joints with fine sand (F.M. 0.80) and also providing 12 mm thick sand cushion in between the two layers of brick flat soling with the same quality of sand including cost of all materials and accepted by the Engineer-incharge.

sqm

Tk.

884.00

24.7

Brick on end edging (75 mm across the road) with first class or picked jhama bricks and filling the gaps with fine sand (F.M. 0.80) including cutting trenches, true to level and grade, removing earth, refilling and ramming the sides properly including cost of all materials and accepted by the Engineer-in-charge.

meter

Tk.

111.00



Item No.

Description of Item

Unit

166

Unit Rate

24.8

Breaking picked jhama, first class bricks or bats including cost of bricks and bats and stacking in measurable sizes at site accepted by the Engineer-in-charge.

24.8.1

For 62 mm to 40 mm size

cum

Tk.

3,631.00

24.8.2

For 40 mm to 25 mm size

cum

Tk.

3,767.00

24.9.1

Labour charge for compacted water bound macadam base course (including the cost of sand ) with graded material of crushed well burnt, picked jhama or first class bricks and bats having compacted thickness made as per specifications including local handling and spreading uniformly to proper grade, camber and super elevation, hand packing, watering, dry rolling followed by wet rolling in layers of specified thickness with 8 to 10 ton capacity power driven road roller to attain minimum soaked CBR 80% or design CBR at minimum degree of compaction of 98% MDD (Modified Proctor), including supplying and blinding with sand (F.M. 0.80) @ 0.012 m3 per sqm or as required etc.all complete as per direction of the Engineer-in-charge. After adequate dry rolling, spreading of sand on the surface, sprinkling of water and rolling is to be continued untill all the voids are filled. thickness of each layer should not be more than 100 mm loose and payment will be made on compacted thickness. [The rate excludes the cost of brick aggregates.]

cum

Tk.

544.00

24.9.2

Providing compacted water bound macadam base course with graded material of crushed well burnt, picked jhama or first class bricks and bats (50 mm downgraded brick chips having LAA value not exceeding 40%) including supplying of 12 mm downgraded chips made of same quality bricks, having compacted thickness made as per specifications including local handling and spreading uniformly to proper grade, camber and super elevation, hand packing watering,dry rolling followed by wet rolling in layers of specified thickness with 8 to 10 ton capacity power driven road roller to attain minimum soaked CBR of 80% or design CBR at minimum degree of compaction of 98% of MDD (Modified Proctor), including supplying and blinding with sand (F.M. 0.80) @ 0.012 m3 per sqm or as required etc. all complete as per direction of of the Engineer-in-charge. After adequate dry rolling, spreading of sand on the surface, sprinkling of water and rolling is to be continued untill all the voids are filled. thickness of each layer should not be more than 100 mm loose and payment will be made on compacted thickness.

cum

Tk.

4,955.00

24.10

Providing compacted sub-base course with well graded material of crushed well burnt picked jhama / 1st class brick bats and sand (FM 0.8) with mixing proportion 2 : 1 having compacted thickness made as per specification including local handling, spreading uniformly to proper grade camber and super elevation, packing, rolling properly with 8 to 10 ton capacity power driven road roller and watering properly for compaction of 100% MDD (standard) blinding with sand including cost of fuel, lubricants, spares, maintenance, driver etc. all complete and accepted by the Engineer-in-charge.

cum

Tk.

4,041.00



Item No.

167

Description of Item

Unit

Unit Rate

24.11

50 mm thick compacted pre-mixed bituminous carpeting with 20 mm down graded stone-chips (having LAA value <= 30%, water absorption not greater than 2%, flakiness index not greater than 35) of gradation as specified @ 0.68 cum of stonechips mixed with 46 kg of heated bitumen of 60/70 penetration grade heated straight run bitumen satisfying the requirements of ASTM/AASHTO. Bitumen content % by wt. of total is 4.5% to 5.50% or as determined by job mix design. The bitumen and stone-chips shall be separately heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively before mixing. The mixing shall be done at temperature between 140°C – 160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly over 10 sqm of surface in proper camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate steel drum roller (3-5 tons) & pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C including supplying of all materials, their carriage, labourers, tools and equipment etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading a blending of nominal maximum size of 20 mm, 12 mm crushed stone chips and stone dust is suggested and proportion will have to be determined by the laboratory analysis).

sqm

Tk.

846.00

24.12

38 mm thick compacted pre-mixed bituminous carpeting with 20 mm down graded stone-chips (having LAA value <= 30%, water absorption not greater than 2%, flakiness index not greater than 35) of gradation as specified @ 0.63 cum of stonechips mixed with 37 kg heated bitumen of 60/70 penetration grade heated straight run bitumen satisfying the requirements of ASTM/AASHTO. Bitumen content % by wt. of total is 4.5% to 5.50% or as determined by job mix design. The bitumen and stone-chips shall be separately heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively before mixing. The mixing shall be done at temperature between 140°C – 160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly over 10 sqm of surface in proper camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate steel drum roller (3-5 tons) & pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C including supplying of all materials, their carriage, labourers, tools and equipment etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading a blending of nominal maximum size of 20 mm, 12 mm crushed stone chips and stone dust is suggested and proportion will have to be determined by the laboratory analysis).

sqm

Tk.

687.00

24.13

25 mm thick compacted pre-mixed bituminous carpeting with 12 mm down graded stone-chips (having LAA value <= 30%, water absorption not greater than 2%, flakiness index not greater than 35) of gradation as specified @ 0.34 cum of stone chips mixed with 23 kg heated bitumen of 60/70 penetration grade heated straight run bitumen satisfying the requirements of ASTM/AASHTO. Bitumen content % by wt. of total is 4.5% to 5.50% or as determined by job mix design. The bitumen and stone-chips shall be separately heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively before mixing. The mixing shall be done at temperature between 140°C – 160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly over 10 sqm of surface in proper camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate steel drum roller (3-5 tons) & pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C including supplying of all materials, their carriage, labourers, tools and equipment etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading a blending of nominal maximum size of 20 mm, 12 mm crushed stone chips and stone dust is suggested and proportion will have to be determined by the laboratory analysis).

sqm

Tk.

437.00



Item No.

168

Description of Item

Unit

Unit Rate

24.14

38 mm thick compacted pre-mixed dense bituminous carpeting with 20 mm down graded stone-chips (having LAA value <= 30%, water absorption not greater than 2%, flakiness index not greater than 35) of gradation as specified @ 0.56 cum of stone chips mixed with 45 kg heated bitumen of 60/70 penetration grade heated straight run bitumen satisfying the requirements of ASTM/ AASHTO. Bitumen content % by wt. of total is 4.5% to 5.50% or as determined by job mix design. The bitumen and stone-chips shall be separately heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively before mixing. The mixing shall be done at temperature between 140°C – 160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly over 10 sqm of surface in proper camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate steel drum roller (3-5 tons) & pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C including supplying of all materials, their carriage, labourers, tools and equipment etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading a blending of nominal maximum size of 20 mm, 12 mm crushed stone chips and stone dust is suggested and proportion will have to be determined by the laboratory analysis).

sqm

Tk.

731.00

24.15

25 mm thick compacted pre-mixed dense bituminous carpeting with 12 mm down graded stone-chips (having LAA value <= 30%, water absorption not greater than 2%, flakiness index not greater than 35) of gradation as specified, @ 0.35 cum of stonechips mixed with 29.8 kg heated bitumen of 60/70 penetration grade heated straight run bitumen satisfying the requirements of ASTM/AASHTO. Bitumen content % by wt. of total is 4.5% to 5.50% or as determined by job mix design. The bitumen and stone-chips shall be separately heated to a temperature of 140°C – 155°C and 150°C – 170°C respectively before mixing. The mixing shall be done at temperature between 140°C – 160°C at a separate place away from the fire. The bitumen and stone-chips mixture shall be laid uniformly over 10 sqm of surface in proper camber, grade and super-elevation only on the prepared and accepted base or surface in a single appropriate layer to give the specified compacted thickness. The mixture should be rolled with appropriate steel drum roller (3-5 tons) & pneumatic multiple tire roller (8-10 tons) to full compaction. The rolling temperature shall be maintained not below 90°C including supply of all materials, their carriage, labourers, tools and equipments etc. all complete as per direction of the Engineer-incharge. (In order to achieve the specified grading, a blending of nominal maximum size of 20mm, 12mm crushed stone chips and stone dust is suggested and proportion will have to be determined by the laboratory analysis).

sqm

Tk.

464.00



Item No.

169

Description of Item

Unit

Unit Rate

24.16

Providing and laying pre-mixed dense bituminous carpeting with hot mix plant using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, LAA value of aggregate should be <=30%, water absorption not >2%, flakiness index not >35 mixed with 60/70 penetration grade straight run bitumen satisfying the requirements of ASTM/AASHTO. including screening, cleaning of chips and preparing a uniform and quality mix in hot mix plant and ensuring a homogenous mix, in which all particles of the mineral aggregates are coated uniformly, carrying the hot premixed materials by means of dump/tipper truck, spreading the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over the prepared surface, tamping and finishing the mix at specified compacted thickness, maintaining specified camber, grade, super-elevation and cross section, through rolling with appropriate steel drum roller & pneumatic multiple tire roller (8-10 tons) to full compaction, for break down, inter - mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, specimen, hand packing and pinning to give an even surface, including cost of all materials, their carriages, hire charges of hot mix plant and all other machines, equipments for construction and quality control as per specification, fuels, lubricants and wages of operational staff etc. all complete as per the direction of the Engineer-in-charge. (Carpeting work by using asphalt plant is mandatory for all divisional headquarter & capital city)

cum

Tk. 19,555.00

24.17

Providing tack coat @ 7.50 kg of bitumen (60/70 penetration grade) per 10 sqm including heating bitumen up to 175°C to 185°C etc. all complete (cost of bitumen included) and accepted by the Engineer-in-charge.

sqm

Tk.

71.00

24.18.1

Providing seal coat with 4 cft of Sylhet sand (FM 2.2) mixed with @ 7.32 kg of bitumen (60/70 penetration grade) per 10 sqm of road surface including supplying and spreading of dry sand (F.M. 0.80) @ 0.09 cum per 10 sqm, including heating bitumen upto 176°C to 190°C, and spreading, rolling at a temperature not below 90°C celsius with appropriate steel drum roller (3 -5 ton) and pneumatic multiple tire roller (8-10 tons) to the desired compaction etc. all complete (cost of bitumen included ) and accepted by the Engineer-incharge.

sqm

Tk.

108.00

24.18.2

Premixed bituminous seal coat with 0.12 cum of pea gravels mixed with 80 kg of bitumen (60/70 penetration grade) per cum of pea gravels and laid over 10 sqm road surface, spreading with proper camber, grade, surface blinding with dry sand (F.M. 1.2) @ 0.09 cum per 10 sqm, rolling at a temperature not below 90°C with appropriate steel drum roller (3-5 ton) and pneumatic multiple tire roller (8-10 tons) to the desired compaction etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

152.00

24.19.1

Providing prime coat @ 1.2 liter/sqm with cutback bitumen to be prepared by cutting back 60/70 penetration grade bitumen in the ratio of 100 parts by volume of bitumen to 40-60 parts by volume of kerosene depending on the porosity of surface and will be decided by field trials, carefully cleaning of the surface of base material to be primed and spraying cutback bitumen at a temperature from 100 degree celcius to 120 degree celcius by appropriate hand device etc.all complete as per direction of the Engineer-in-charge.

sqm

Tk.

99.00

24.19.2

Providing prime coat @1.2 liter/sqm with cutback bitumen to be prepared by cutting back 60/70 penetration grade bitumen in the ratio of 100 parts by volume of bitumen to 40-60 parts by volume of kerosene depending on the porosity of surface and will be decided by field trials, carefully cleaning of the surface of base material to be primed and spraying cutback bitumen at a temperature from 100°C to 120°C by mechanical distributor etc. etc. all complete as per direction of the Engineer-in-charge.

sqm

Tk.

101.00



Item No.

170

Description of Item

Unit

24.20

Providing painting at the top of the road surface as road marking in two coats with approved best quality and colour of synthetic paint from authorized local agent of the manufacturer in a sealed container having high water resistance, high bondability & flexibility, using specific brand thinner applied by brass/ roller or others over a coat of priming, providing elapsing time for drying including surface cleaning from dust, oil or dirt, smoothening, finishing necessary tools etc. all complete & approved and accepted by the Engineer-in-charge.

sqm

Tk.

287.00

24.21

Providing expansion joints across the R.C.C. road pavement with 20 mm gap between the adjacent panels. Supplying dowel bars of size 12 mm dia and 600 mm long M.S rod placed @ 750 mm c/c. 300 mm of the bar being fixed within one slab keeping remaining portion the bar free within the adjacent slab being inserted in 20 mm dia and 300 mm long P.V.C. pipe embedded in the slab, inside of pipe fully greased, filling the gap between the slabs (with admixture) of hot bitumen and coarse sand (F.M. (F.M. 2.2) in proportion of 2:1, finishing the top with bitumen, spreading coarse sand over the joint, all complete as per plan, drawing and accepted by the Engineer-in-charge.

meter

Tk.

390.00

………………….. END OF DIVISION TWENTY FOUR …………………..

Unit Rate


ARBORICULTURE ARBORICULTURE WORKS WORKS

171

DIVISION 25 : ARBORICULTURE WORKS Item No.

Description of Item

Unit

Unit Rate

25.1

Labour charge for scraping lawn surface up to 38 mm depth by spade, picking up all sorts of brick bats, rubbish by suitable tools, removing the same by head load or by any other means and stacking the same to a safe distance beyond 300 m including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

9.00

25.2

Preparation of ground to make ready for plantation by spading the ground to a depth of 150 mm to 230 mm beyond 38 mm deep scrapped ground by spade, breaking earth clods to powder by hammers, picking up all sorts of rubbish, unwanted grasses by suitable tools, carrying and spreading the surplus earth into low lying area including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

20.00

25.3

Leveling and dressing of lawn area to proper slope and grade by spading the same up to 150 mm including supplying tools and plants etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

6.00

25.4

Supply of best and approved quality alluvial loamy silty soil including loading, unloading at both ends, properly stacking at site including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.

cum

Tk.

843.00

25.5

Supply well decomposed cow dung carried by trucks or any other means including loading, unloading at both ends, stacking the same at site including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge

cum

Tk.

1,507.00

25.6

Labour charge for spreading the alluvial loamy silty soil from the stacks at site on the lawn surface, leveling, dressing the same including supply all necessary tools and plants etc. all complete and accepted by the Engineer-in-charge.

cum

Tk.

152.00

25.7

lifting alluvial loamy silty soil/ decomposed cow dung work in additional Extra rate for lifting floor:

25.7.1


cum

Tk.

89.00

25.7.2


cum

Tk.

109.00

25.7.3


cum

Tk.

136.00

25.8

Supply of lawn grass of approved quality by truck or by any other means, sorting the grass to proper size, washing the grass, dibbling the grass 6 mm to 50 mm apart, irrigation of lawn area till the grass grown at least for two months after plantation, weeding the undesirable grass, mowing the lawn grass by lawn mower up to two months after plantation, applying urea fertilizer on the lawn surface @ 1 kg per 9.29 sqm including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

54.00

25.9

Labour charge for mixing well decomposed cow dung with alluvial loamy silty soil and excavated earth, removing the excess earth to safe distance including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.

cum

Tk.

141.00

25.10

Supplying and providing, fitting & fixing bamboo jafry fencing by best quality muli bamboo split 20 mm in width, having 75 mm x 75 mm mesh placed horizontally and diagonally doing 25 mm framing a square shape in both ways and both sides tightened with G.I wire fitted with Borrak bamboo post of 100 mm dia and placed firmly in position at 1800 mm apart including supply of tools and plants, digging hole and filling back etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

505.00


ARBORICULTURE ARBORICULTURE WORKS WORKS

Item No.

172

Description of Item

Unit

25.11

Supplying and providing, fitting & fixing muli bamboo tree guard of 1200 mm length and 500 mm dia fixing with best quality muli bamboo split 20 mm in size having 75 mm x 75 mm a square holes with 20 mm wide bamboo splits strengthen with 4 Nos. 20 mm wide bamboo split in both sides tightened with G.I wire fitted with 3 Nos. 63 mm dia borrak bamboo post of 1800 mm long of which 600 mm will be driven into earth by digging hole followed by fill back including supply of tools and plants all complete as per direction of the Engineer-in-charge.

each

Tk.

647.00

25.12

Earth work in excavation to make a pit of 600 x 600 x 450 mm (depth) for plantation, applying cow dung mixing with loamy silty soil and excavated earth, planting the plants, tightened with 1800 mm long borrak bamboo post with jute rope including supply of tools and plants all complete and accepted by the Engineer-in-charge.

each

Tk.

137.00

25.13

Spading for preparation of flower beds in pits up to 600 mm depth, re-molding, picking up and placing and removing the spaded earth to a safe distance, mixing @ 1 cft well decomposed cow dung with 20% loamy silty soil and 6 cft excavated soil and fill back the pit including supply of tools and plants, all complete and accepted by the Engineer-incharge.

sqm

Tk.

465.00

25.14

Preparation of hedge beds by excavation of earth up to 300 mm depth, filling up the bed by a mixture of cow dung, loamy silty soil, cutted earth @ 1 cft cow dung manure per 6 cft of cutted earth and 20% loamy silty soil including supply of tools and plant etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

234.00

25.15

Carrying of rubbish , taking up all sorts of bricks, brick-bats and rubbish gravel chips, loading and unloading at both ends including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.

cum

Tk.

146.00

25.16

Supply and carrying of 12.20 m long 100 mm dia borrak bamboo at site, loading and unloading at both end, stacking the same at site including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.

each

Tk.

476.00

25.17

Supply and carrying of 7.62 m long 50 mm to 62.5 mm dia muli bamboo at site, loading and unloading at both end, stacking the same at site including supply of tools and plants etc. all complete and accepted by the Engineer-in-charge.

each

Tk.

261.00

25.18

Supply and carrying of 4.5 h.p. 550 mm blade 4 stroke, finger trip 3 position height adjuster 200 mm x 38 mm star tread wheels grass cutting (power lawn mower machine): YARDMAN No. 060A

each

Tk. 54,335.00

25.19

Supply and carrying of 6.5 h.p. 550 mm blade 4 stroke, finger trip 3 position height adjuster 200 mm x 38 mm star tread wheels grass cutting (power lawn mower machine): YARDMAN No. 060A

each

Tk. 72,447.00

25.20

Supply and carrying of 22 h.p. 1150 mm cutting blade power riding lawn YARDMAN mower machine made in USA. Model No.13 BT 793G678 or equivalent.

each

Tk. 543,351.00

25.21

Supply and carrying of 450 mm blade hand lawn mower , Model No.1403-106(USA) No.1403-106 (USA)

each

Tk. 15,093.00

………………….. END OF DIVISION TWENTY FIVE …………………..

Unit Rate


SANITARY & WATER SUPPLY WORKS

173

DIVISION 26 : SANITARY & WATER SUPPLY WORKS Item No.

Description of Item

Unit

Unit Rate

26.1

Supplying, fitting and fixing of European type glazed porcelain commode "S" type 465 mm x 340 mm x 415 mm in size, approximately 14 kg by weight, plastic seat cover and preparing the base with cement concrete and with wire mesh or rods, if necessary, in all floors including making holes wherever required and mending good the damages, fitting, fixing, finishing etc. complete with all necessary fittings and connections approved and accepted by the Engineer- in- charge.

26.1.1

White

each

Tk.

3,158.00

26.1.2

Coloured

each

Tk.

3,255.00

26.1.3

Special colour

each

Tk.

3,424.00

26.2

Supplying, fitting and fixing of European type glazed porcelain low-down, capacity 10 liter, 490 mm x 190 mm x 350 mm in size, approximately 14 kg of weight, on walls by screws and F.I. bar clamps, rowel plugs, making holes wherever required and mending good the damages and fitting, fixing & finishing etc. complete with all necessary fittings and connections approved and accepted by the Engineer- in- charge.

26.2.1

White

each

Tk.

2,228.00

26.2.2

Coloured

each

Tk.

2,409.00

26.2.3

Special colour

each

Tk.

2,650.00

26.3

Supplying, fitting and fixing of European type glazed porcelain combi closet, including plastic seat cover, cistern system, preparing the base with cement concrete and with wire mesh or rods if necessary, in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connections approved and accepted by the Engineer- in- charge.

26.3.1

670 mm x 365 mm x 755 mm, 31.0 kg

26.3.1.1

Light Colored (Ivory/ Alpine White/ Grey/ Pink/ Blue/ Aqua Verde)

each

Tk.

8,320.00

26.3.1.2

Coloured (Marble Shaded)

each

Tk. 10,505.00

26.3.1.3

Special coloured (Deep Blue/ Ruby/ Rain Forest/ Green)

each

Tk. 11,966.00

26.3.2

700 mm x 370 mm x 795 mm, 32.5kg

26.3.2.1


each

Tk.

26.3.2.2


each

Tk. 12,220.00

26.3.2.3


each

Tk. 13,941.00

26.3.3

700 mm x 360 mm x 785 mm, 38 kg

26.3.3.1


each

Tk. 13,041.00

26.3.3.2


each

Tk. 17,853.00

9,636.00



Item No.

Description of Item

174

Unit

Unit Rate

26.3.3.3


each

Tk. 19,048.00

26.3.4

Supplying, fitting and fixing of European type glazed porcelain combi closet of white or ivory color and size of approx. 340 mm x 730 mm x 785 mm, 36.75 kg of weight including plastic seat cover with soft closing, cistern system, water consumption 6 litter, siphon jet flushing system, mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connection approved and accepted by the Engineer- in- charge.

each

Tk. 15,305.00

26.4

Supplying, fitting and fixing of European type glazed combi closet, 725 mm x 360 mm x 840 mm size, 42.7 kg of weight, including plastic seat cover, cistern system, preparing the base with cement concrete and with wire mesh or rods if necessary, in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing complete with all necessary fittings and connections approved and accepted by the Engineer- in- charge

26.4.1

725 mm x 360 mm x 840 mm size, 42.7 kg

26.4.1.1


each

Tk. 16,289.00

26.4.1.2


each

Tk. 20,865.00

26.4.1.3


each

Tk. 23,908.00

26.4.2

Supplying, fitting and fixing of European type glazed combi closet, of white color , 370 mm x 760 mm x 800 mm size, 44.69 kg of weight, including plastic seat cover with soft closing ,cistern system, water consumption 6 litter, siphon wash down dual flashing system which reduce water consumption, hygienic glaze in toilet bowl ,glaze in inner waste line, round bowl, outlet range 305 mm , preparing the base with cement concrete and with wire mesh or rods if necessary, in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing, complete with all necessary fittings and connection approved and accepted by the Engineer Engineer- incharge.

each

Tk. 17,919.00

26.5

Supplying, fitting and fixing of Bangladesh pattern, long pan with foot-rest, made of vitreous China clay and preparing the base of pan with cement mortar (1:4) and with wire mesh or rods, if necessary in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connections approved and accepted by the Engineer- in- charge.

26.5.1

530 mm x 430 mm x 210 mm size & 12.5 kg of weight

26.5.1.1

White

each

Tk.

1,737.00

26.5.1.2

Coloured

each

Tk.

2,058.00

26.5.1.3

Special coloured

each

Tk.

2,272.00

26.5.2

530 mm x 450 mm x 290 mm size & 14.5 kg of weight

26.5.2.1

White

each

Tk.

2,254.00

26.5.2.2

Coloured

each

Tk.

2,650.00

26.5.2.3

Special coloured

each

Tk.

3,047.00



175

Description of Item

Unit

26.6

Supplying, fitting and fixing of Bangladesh pattern long pan, made of vitreous China light color 525 mm x 295 mm x 285 mm size, 5.7kg of weight and preparing the base of pan with cement concrete and with wire mesh or rods if necessary in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connections approved and accepted by the Engineer- in- charge.

each

Tk.

1,330.00

26.7

Supplying, fitting and fixing plastic low-down including all fittings and accessories

each

Tk.

1,920.00

26.8

Supplying of 280 mm x 140 mm x 30 mm size glazed porcelain foot rest, 1.5 kg of weight including fitting, fixing in position with cement mortar (1:4) if necessary in all floors including making holes wherever required and mending good the damages and fitting, fixing, finishing etc. complete with all necessary fittings and connection approved and accepted by the Engineer- in- charge.

each

Tk.

328.00

26.9

Supplying, fitting and fixing of white glazed vitreous W/H wash basin excluding pedestal, fitting, fixing the same in position with heavy type C.I. Brackets. 30 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length), basin waste with chain plug including making holes in walls and floors and fitting with wall, screws and mending good the damages, finishing etc. all complete approved and accepted by the Engineer-in-charge.

26.9.1

600 mm x 465 mm x 225 mm in size ,14kg of weight

26.9.1.1

White

each

Tk.

2,687.00

26.9.1.2

Coloured

each

Tk.

2,929.00

26.9.1.3

Special coloured

each

Tk.

3,050.00

29.9.2

595 mm x 430 mm x190 mm, 10kg of weight

26.9.2.1

White

each

Tk.

2,308.00

26.9.2.2

Coloured

each

Tk.

2,551.00

26.9.2.3

Special coloured

each

Tk.

2,832.00

26.9.3

510 mm x 450 mm x 203 mm, 9.5kg of weight

26.9.3.1

White

each

Tk.

2,273.00

26.9.3.2

Coloured

each

Tk.

2,330.00

26.9.3.3

Special coloured

each

Tk.

2,457.00

26.9.4


26.9.4.1

White

each

Tk.

1,945.00

26.9.4.2

Coloured

each

Tk.

1,985.00

26.9.4.3

Special coloured

each

Tk.

2,027.00

26.9.5


Item No.

Unit Rate



Item No.

Description of Item

Unit

176

Unit Rate

26.9.5.1

White

each

Tk.

1,871.00

26.9.5.2

Coloured

each

Tk.

1,909.00

26.9.5.3

Special coloured

each

Tk.

1,945.00

26.9.6

535 mm x 465 mm x 210 mm, 10.5kg of weight

each

26.9.6.1

White

each

Tk.

2,308.00

26.9.6.2

Coloured

each

Tk.

2,366.00

26.9.6.3

Special coloured

each

Tk.

2,427.00

26.9.7

White or Ivory Color, 560 mm x 410 mm x 205 mm in size, 7.90kg of weight

each

Tk.

4,945.00

29.9.8

Cabinet Basin 500 mm x 450 mm x180 mm, 9 kg of weight

26.9.8.1


each

Tk.

4,297.00

26.9.8.2


each

Tk.

5,243.00

26.9.8.3


each

Tk.

5,874.00

26.9.9

Corner Basin 440 mm x 360 mm x 195 mm, 7.0kg of weight

26.9.9.1


each

Tk.

2,093.00

26.9.9.2


each

Tk.

2,379.00

26.9.9.3


each

Tk.

2,569.00

26.10

Supplying of glazed vitreous W/H wash basin including pedastal of size 660 mm x 545 mm x 850 mm, 29kg of weight including fitting, fixing the same in position with heavy type C.I. brackets, 30 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length), 12mm plastic lead (connection) pipe with brass coupling, basin waste with chain plug including making holes in walls and floors and fitting with wooden blocks, screws and mending good the damages, finishing etc. all complete approved and accepted by the Engineer- in- charge.

26.10.1

660 x 545 x 850 mm in size , 29 kg of weight

26.10.1.1


each

Tk.

5,120.00

26.10.1.2

Coloured ( Marble Shaded)

each

Tk.

6,310.00

26.10.1.3

Special coloured (Deep Colour)

each

Tk.

7,107.00

26.10.2

Supplying of glazed vitreous W/H wash basin including pedastal of approx. size 600 mm x 500 mm x 855 mm, 26.92 kg of weight including fitting, fixing the same in position with heavy type C.I. brackets, 30 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length) used hygienic glaze, 12mm plastic lead (connection) pipe with brass coupling, basin waste with chain plug including making holes in walls and floors and fitting with wooden blocks, screws and mending good the damages, finishing etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

6,756.00



Item No.

Description of Item

Unit

177

Unit Rate

26.11

Supplying of white glazed vitreous W/H wash basin including pedastal and fitting, fixing the same in position with heavy type C.I. brackets, 32 mm dia PVC waste water pipe with brass coupling (not exceeding 750 mm in length), 32 mm dia C.P. basin waste with chain plug, bracket including making holes in walls and floors and fitting with wooden blocks, screws and mending good the damages with cement mortar (1:4), etc. all complete approved and accepted by the Engineer- in- charge.

26.11.1

665 mm x 490 mm x 840 mm in size, 29.5 kg of weight

26.11.1.1


each

Tk.

6,889.00

26.11.1.2

Coloured (Marble Shade)

each

Tk.

8,610.00

26.11.1.3


each

Tk.

9,757.00

26.12

Supplying, fitting and fixing basin pedestal, with rowel plug and screws etc. all complete approved and accepted by the Engineer- in- charge.

26.12.1

670 mm x 186 mm x 170 mm size

26.12.1.1


each

Tk.

1,846.00

26.12.1.2


each

Tk.

2,335.00

26.12.1.3


each

Tk.

2,661.00

26.12.2

670 mm x 186 mm x 170 mm size

26.12.2.1


each

Tk.

2,443.00

26.12.2.2


each

Tk.

3,110.00

26.12.2.3


each

Tk.

3,554.00

26.12.3

670 mm x186 mm x 170 mm size

26.12.3.1


each

Tk.

2,612.00

26.12.3.2


each

Tk.

3,330.00

26.12.3.3


each

Tk.

3,808.00

26.13

Supplying, fitting and fixing of glazed vitreous standing bowl urinal , fitting, fixing the same in position after making holes in walls and floors, providing 32 mm dia plastic waste pipe with brass coupling up to grading below, 12 mm dia plastic connection pipe with brass coupling, 12 mm dia brass stop cock including mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

26.13.1

445 mm x 355 mm x 330 mm size, 11.5kg of weight

26.13.1.1

Light Colored

each

Tk.

2,278.00

26.13.1.2

Coloured

each

Tk.

2,683.00

26.13.1.3


each

Tk.

2,949.00



Item No.

Description of Item

Unit

178

Unit Rate

26.13.2

445 mm x 355 mm x 330 mm, 10kg of weight (partition Type)

26.13.2.1

Light Colored

each

Tk.

2,924.00

26.13.2.2


each

Tk.

3,554.00

26.13.2.3


each

Tk.

3,957.00

26.14

Supplying, fitting and fixing of glazed vitreous china flat or squatting urinal 510 mm x 380 mm x 85 mm in size, approx. 9.5 kg of weight with flushing inlet fitted in cement mortar (1:4) with painted cast iron body: one gallon capacity, automatic flushing cistern in each group etc. including 12 mm brass controlling valve, 32 mm dia PVC flush pipe with brass coupling, 12 mm dia plastic lead (connection) pipe including mending good the damages with 1:4 cement mortar etc. all complete approved and accepted by the Engineer- in- charge.

26.14.1

White

each

Tk.

1,700.00

26.14.2

Coloured

each

Tk.

1,760.00

26.14.3

Special coloured

each

Tk.

1,881.00

26.15

Supplying, fitting and fixing of porcelain sink, 635 mm x 480 mm x195 mm size, 19.5 kg of weight fitted and fixed with heavy type C.I. brackets, 12 mm dia C.P. bib cock, 40 mm dia C.P. chain plug. 40 mm dia. C.P. waste, 40 mm dia PVC waste pipe with brass coupling (750 mm length) including making holes in walls and floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

26.15.1

White

each

Tk.

2,936.00

26.15.2

Colored

each

Tk.

3,299.00

26.16

Supplying, fitting and fixing of single bowl stainless steel sink with sink tray (size 450 mm x 1050 mm) with heavy type CI steel brackets, 12 mm dia C.P. bib-cock, 40 mm dia C.P. chain plug, 40 mm dia C.P. waste, 40 mm dia PVC waste pipe with brass coupling (750 mm length) including making hole in walls and floors and mending good the damages, finishing with 1:4 cement mortar etc. all complete approved and accepted by the Engineer-in-charge. (Malaysia / Singapore / Thailand made or equivalent).

each

Tk.

4,144.00

26.17

Supplying, fitting and fixing of double bowl stainless steel sink with sink tray with heavy type CI or steel brackets, 12 mm dia C.P. chain plug, 40 mm dia C.P. waste, 40 mm dia PVC waste pipe with brass coupling (750 mm length) including making hole in walls and floors and mending good the damages, finishing etc. all complete approved and accepted by the Engineer-in-charge. (Malaysia / Singapore / Thailand made or equivalent).

each

Tk.

7,390.00

26.18

Supplying, fitting and fixing of 450 mm x 600 mm size and 5 mm thick unframed super quality mirror with hard boards at the back with all necessary fitting including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer-in-charge. (Made in Japan or equivalent).

each

Tk.

886.00

26.19

Supplying, fitting and fixing of 450 mm x 350 mm size and 5 mm thick unframed super quality mirror with hard boards at the back with all necessary fitting including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer-in-charge (Made in Japan or equivalent).

each

Tk.

675.00



179

Description of Item

Unit

26.20

Supplying, fitting and fixing of super quality 600 mm x 125 mm coloured glass shelf having 5 mm thickness with fancy C.P. brackets, screws and frames including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

1,412.00

26.21

Supplying, fitting and fixing of super quality 600 x 125 mm white glass shelf having 5 mm thickness with fancy C.P. brackets, screws and frames including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

989.00

26.22

Supplying, fitting and fixing of super quality C.P. towel rail of 600 mm long and 20 mm in dia with C.P. holder including making drills in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

711.00

26.23

Supplying, fitting and fixing of medium quality C.P. towel rail of 600 mm long and 20 mm in dia with C.P. holder including making drills in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- incharge.

each

Tk.

627.00

26.24

Supplying, fitting and fixing of standard porcelain toilet paper holder of 150 mm x 150 mm x 126 mm size including making drills in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

26.24.1

Light Colored

each

Tk.

353.00

26.24.2

Colored

each

Tk.

444.00

26.25

Supplying, fitting and fixing of special toilet paper holder with cover of size (150 mm x 150 mm x 126 mm) including making drills in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

26.25.1

white (porcelain)

each

Tk.

438.00

26.25.2

colored (porcelain)

each

Tk.

558.00

26.25.3

Standard size stainless steel bracket and holder rod with cover.

each

Tk.

592.00

26.25.4

Standard size, C.P iron bracket with plastic holder rod.

each

Tk.

405.00

26.26

Supplying, fitting and fixing of standard size soap tray including making holes in walls and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

26.26.1

C.P. soap tray

each

Tk.

242.00

26.26.2

Porcelain soap tray (white)

each

Tk.

363.00

26.26.3

Porcelain soap tray (coloured)

each

Tk.

417.00

26.26.4

Stainless steel soap tray

each

Tk.

363.00

Item No.

Unit Rate



Item No.

Description of Item

Unit

180

Unit Rate

26.27

Supplying, fitting and fixing of Automatic liquid soap dispenser to hold and dispense up to min 600 ml of liquid and lotion soaps, synthetic detergents and antibacterial soaps. Dispenser shall be powered by batteries and shall operate automatically from IR sensor that shall activate soap dispensing when hands are placed in sensor zone. Sensor detection range shall be adjustable by owner. Dispenser shall pump a drop volume of 0.8 ml to 1.0 ml of soap during each activation. A tamper resistant soap level-viewing window shall be provided. Unit shall have a swing open body secured with side-mounted lock that is opened with special key provided, all complete and accepted by the Engineer- incharge.

26.27.1

Surface mounted automatic liquid soap dispenser

each

Tk.

7,097.00

26.27.2

Wall-mounted automatic liquid soap dispenser

each

Tk.

7,700.00

26.27.3

Supplying, fitting and fixing of Liquid soap dispenser (push-up type) to dispense 16 oz (.47 liters) of soap, detergent or lotion. Unit shall be fabricated of tamper resistant, chrome plated plastic, a translucent white polyethylene soap container, and a corrosion resistant dispensing valve which can provide no more than 5 lbs (22.2 Newtons) pressure and unit can be reloaded by unscrewing base from bracket collar, inverting unit, and unscrewing soap container in which soap will continue to feed properly until empty with a continuously visible soap level etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

1,060.00

26.28

Supplying, fitting and fixing of Stainless steel floor grating of following type

26.28.1

Supplying, fitting and fixing of 125 mm dia stainless steel floor grating in traps or in drains including making holes in walls/floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

257.00

26.28.2

Supplying, fitting and fixing of 150 mm X 150 mm stainless steel floor grating in traps or in drains including making holes in walls/floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

1,023.00

26.28.3

Supplying, fitting and fixing of 75 mm X 75 mm stainless steel floor grating in traps or in drains including making holes in walls/floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

365.00

26.28.4

Supplying, fitting and fixing of 62 mm dia stainless steel floor grating in traps or in drains including making holes in walls/floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

167.00

26.29

Supplying, fitting and fixing of plastic grating with hinged cover size 150 x 150 mm in traps or in drains including making holes in walls/floors and mending good the damages with cement mortar (1:4) etc. all complete approved and accepted by the Engineer- incharge.

each

Tk.

220.00

RAIN WATER DOWN, SOIL WASTE AND VENTILATION PIPES

26.30

Supplying, fitting and fixing of 125 mm dia convex cast iron grating on rain water down pipe (roof top) mending good the damages with cement morter (1:4) etc., all complete approved and accepted by the Engineer- in- charge.

each

Tk.

531.00

26.31

Supplying, fitting and fixing of 100 mm inside diameter & wall thickness 2.7 mm - 3.4 mm best quality uPVC rain water down pipe fitting, fixed in position with head and shoes, bends, minimum20 mm width F.I. Bar clamp and nails, and including all accessories such as round grating/domed roof grating, bands, sockets approved and accepted by the Engineer- in- charge.

meter

Tk.

701.00



Item No.

Description of Item

Unit

181

Unit Rate

26.32

Supplying, laying, fitting and fixing of best quality HDPE soil, waste and ventilation pipe having PE-100 (Hydrostatic Strength for PE-100 is 5.0 MPa & 12.4 Mpa at 80°c & 20°c respectively according to ISO 4427:2007(E)), PN-6 (nominal pressure for PN-6 is 0.6 MPa according to ISO 4427:2007(E) ) & SDR 26 for soil, waste and ventilation pressure pipe having density 0.940 – 0.970 gm/cm3 and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM/BS/ISO/IS standards ,fitted and fixed in position with necessary joints and fittings with all accesories complete approved and accepted by the Engineer- in- charge.

26.32.1

For underground including earth cutting & preperation of bed

26.32.1.1

HDPE pipe of 110 mm outside dia with wall thickness 4.2 mm - 4.8 mm

meter

Tk.

1,102.00

26.32.1.2


meter

Tk.

1,755.00

26.32.1.3


meter

Tk.

2,917.00

26.32.1.4

HDPE pipe of 250 mm outside dia with wall thickness 9.6 mm -10.7 mm

meter

Tk.

4,822.00

26.32.1.5


meter

Tk.

5,837.00

26.32.1.6


meter

Tk.

7,241.00

26.32.1.7


meter

Tk. 11,452.00

26.32.1.8


meter

Tk. 26,598.00

26.32.1.9


meter

Tk. 35,415.00

26.32.1.10


meter

Tk. 56,811.00

26.32.2

For in house system

26.32.2.1

HDPE pipe 110 mm outside dia with wall thickness 4.2 mm - 4.8 mm

meter

Tk.

1,530.00

26.32.2.2

HDPE pipe 160 mm outside dia with wall thickness 6.2 mm -7.0 mm

meter

Tk.

2,500.00

26.32.2.3


meter

Tk.

3,888.00

26.32.2.4


meter

Tk.

6,667.00

26.33

Supplying 50 mm inside dia best quality uPVC waste and ventilation pipe having specific gravity 1.35 - 1.45, wall thickness 2.5 mm - 3.0 mm, and other physical, chemical, themal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitting and fixing in position with sockets, bends, of uPVC Pipe with all accessories such as Round grating /domed roof grating bands, sockets etc. approved and accepted by the Engineer- in- charge.

meter

Tk.

407.00

26.34

Supplying 100 mm inside dia best quality uPVC soil, waste and ventilation pipe having specific gravity 1.35-1.45, wall thickness 3.4- 4.0 mm, and other physical, chemical, themal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitting and fixing in position with sockets, bends, with all accessories such as round grating/domed roof grating bands, sockets etc. approved and accepted by the Engineer- in- charge.

meter

Tk.

617.00



182

Description of Item

Unit

26.35

Supplying 150 mm inside dia best quality uPVC soil, waste and ventilation pipe having specific gravity 1.35 - 1.45, wall thickness 4.5 mm - 5.2 mm, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitting and fixing in position with sockets, bends, with all accessories such as Round grating/domed roof grating bands, sockets etc. approved and accepted by the Engineer- in- charge.

meter

Tk.

1,075.00

26.36

Supplying, fitting and fixing of G.I. pipe with all special fittings, such as bends, elbows, sockets, reducing sockets, Tee, unions, jam-nuts etc. including cutting trenches where necessary and fitting the same with earth duly rammed and fixing in walls with holder bats and making hole in floors, walls and consequent mending good the damages etc. all complete in all respects approved and accepted by the Engineer- in- charge.

26.36.1

12.5 mm dia G.I. pipe with wall thickness 2.65 mm, outside diameter min 17.8 mm, weight 1.31 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

meter

Tk.

259.00

26.36.2

20 mm dia G.I. pipe with wall thickness 2.65 mm, outside diameter min 25.3 mm, weight 1.7 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

meter

Tk.

336.00

26.36.3


meter

Tk.

424.00

26.36.4


meter

Tk.

529.00

26.36.5


meter

Tk.

669.00

26.36.6


meter

Tk.

860.00

26.36.7

62-65 mm dia G.I. pipe with wall thickness 3.25 mm, outside diameter min 71.5 mm, weight 6.15 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

meter

Tk.

1,340.00

26.36.8

75 -80 mm dia G.I. pipe with wall thickness 3.25 mm, outside diameter min 86.5 mm, weight 7.22 kg/m, can withstand min 50 kg/cm2 hydraulic pressure.

meter

Tk.

1,526.00

26.36.9


meter

Tk.

2,262.00

26.37

Supplying different inside dia best quality uPVC pressure pipe for water supply having specific gravity 1.35 - 1.45, and other physical, chemical, themal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating, bends, sockets etc. approved and accepted by the Engineerin-charge.

26.37.1

12 mm dia wall thickness 1.7 mm - 2.8 mm

meter

Tk.

102.00

26.37.2


meter

Tk.

140.00

26.37.3


meter

Tk.

164.00

26.37.4


meter

Tk.

180.00

26.37.5


meter

Tk.

157.00

Item No.

Unit Rate



Item No.

Description of Item

Unit

183

Unit Rate

26.37.6


meter

Tk.

360.00

26.37.7


meter

Tk.

449.00

26.37.8


meter

Tk.

503.00

26.37.9


meter

Tk.

615.00

26.38

Supplying different inside dia best quality CPVC pressure pipe for water supply having specific gravity 1.35 - 1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitting and fixing in position with sockets, bends, with all accessories such as round grating/domed roof grating, bends, sockets etc. approved and accepted by the Engineerin-charge (length: 6000 mm each).

26.38.1


meter

Tk.

229.00

26.38.2


meter

Tk.

340.00

26.38.3


meter

Tk.

385.00

26.38.4


meter

Tk.

586.00

26.38.5


meter

Tk.

792.00

26.38.6


meter

Tk.

1,374.00

26.39

Supplying, fitting and fixing of PP-R Pipe meeting the perfomance & long-tem strength requirements as per DIN 8077 /78 or ASTM F 2983 including nipple, elbow, reducers, Tee, end cap, plug, socket etc as per manufacturer instruction. all complete accepted by the Engineer- in- charge.

26.39.1

12 mm dia, minimum wall thickness 2.8 mm, sustaining minimum water pressure PN 16, standard dimension ratio (SDR) 7.4

meter

Tk.

244.00

26.39.2


meter

Tk.

273.00

26.39.3


meter

Tk.

316.00

26.39.4


meter

Tk.

426.00

26.39.5


meter

Tk.

502.00

26.39.6


meter

Tk.

680.00

26.40

Supplying, fitting and fixing of PP-R Union meeting the perfomance & long-tem strength requirements of ASTM F 2389 in accordance with the manufacturer‟s specifications all complete accepted by the Engineer- in- charge.

26.40.1

12 mm PP-R Union

each

Tk.

270.00



Item No.

Description of Item

Unit

184

Unit Rate

26.40.2

19 mm PP-R Union

each

Tk.

306.00

26.40.3

25 mm PP-R Union

each

Tk.

342.00

26.40.4

32 mm PP-R Union

each

Tk.

557.00

26.40.5

37 mm PP-R Union

each

Tk.

844.00

26.40.6

50 mm PP-R Union

each

Tk.

1,035.00

26.41

Supplying, fitting and fixing of PP-R Gate-Valve meeting the perfomance & long-tem strength requirements of ASTM F 2389 in accordance with the manufacturer‟s specifications all complete accepted by the Engineer- in- charge.

26.41.1

12 mm PP-R Gate-Valve

each

Tk.

333.00

26.41.2


each

Tk.

452.00

26.41.3


each

Tk.

491.00

26.41.4


each

Tk.

797.00

26.41.5


each

Tk.

853.00

26.41.6


each

Tk.

1,109.00

26.42

Supplying, fitting and laying up to depth of invert 100 mm inside dia best quality uPVC pressure soil pipe having specific gravity 1.3 -1.45, and other physical, chemical, thermal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards fitted and fixed in position with sockets, bends, with all accessories such as Round grating/domed roof grating etc. complete approved and accepted by the Engineer- in- charge.

26.42.1

uPVC soil pipe of 100 mm dia and wall thickness 2.7 mm - 3.4 mm,

meter

Tk.

497.00

26.42.2

uPVC soil pipe of 150 mm dia and wall thickness 4.5 mm - 6.6 mm

meter

Tk.

855.00

26.43

Supplying, fitting and laying of Pipes up to depth of invert dia R.C.C pipe having 1.83 meter in length made of stone chips with 40 mm cement joint including all fittings and specials like plain bend, Tees, reducing sockets, junctions, door bends cowls, anti-siphon, gasket and cement joints, making holes in walls and mending good the damages etc. all complete approved and accepted by the Engineer- in- charge.

26.43.1

R.C.C pipe of 150 mm dia with thickness 40mm

meter

Tk.

897.00

26.43.2


meter

Tk.

1,404.00

26.43.3


meter

Tk.

2,293.00

26.43.4


meter

Tk.

2,940.00

26.44

Supplying of 100 mm dia with wall thickness 2.7 mm - 3.4 mm uPVC pipe for waste including fitting, fixing etc. all complete approved and accepted by the Engineer- incharge.

meter

Tk.

489.00



Item No.

Description of Item

Unit

185

Unit Rate

26.45

Supplying and laying uPVC pipe for for underground including fitting, fixing etc. all complete approved and accepted by the Engineer- in- charge.

26.45.1

150 mm dia with wall thickness 4.5 mm - 6.6 mm uPVC pipe

meter

Tk.

913.00

26.45.2


meter

Tk.

1,364.00

26.45.3


meter

Tk.

1,947.00

26.45.4


meter

Tk.

2,514.00

26.45.5


meter

Tk.

2,553.00

26.46

Supplying, fitting and fixing of G.I. Union with sealant etc. complete in all respects approved and accepted by the Engineer- in- charge.

26.46.1

12 mm dia G.I. Union

each

Tk.

125.00

26.46.2


each

Tk.

158.00

26.46.3


each

Tk.

195.00

26.46.4


each

Tk.

246.00

26.46.5


each

Tk.

356.00

26.46.6


each

Tk.

416.00

26.46.7


each

Tk.

598.00

26.46.8


each

Tk.

691.00

26.46.9


each

Tk.

902.00

26.47

Supplying, fitting and fixing of best quality G.I. gate valve with sealant etc. complete approved and accepted by the Engineer- in- charge.

26.47.1

12 mm brass gate valve

each

Tk.

409.00

26.47.2


each

Tk.

484.00

26.47.3


each

Tk.

650.00

26.47.4


each

Tk.

812.00

26.47.5


each

Tk.

1,072.00

26.47.6


each

Tk.

1,714.00

26.47.7


each

Tk.

3,387.00

26.47.8


each

Tk.

4,519.00

26.47.9


each

Tk.

7,344.00



Item No.

Description of Item

Unit

186

Unit Rate

26.48

Supplying, fitting and fixing of best quality G.I. globe valve, threaded joint with sealant etc. complete approved and accepted by the Engineer- in- charge.

26.48.1

12 mm dia brass globe valve

each

Tk.

324.00

26.48.2


each

Tk.

400.00

26.48.3


each

Tk.

602.00

26.48.4


each

Tk.

932.00

26.48.5


each

Tk.

1,229.00

26.48.6


each

Tk.

1,654.00

26.48.7


each

Tk.

3,508.00

26.48.8


each

Tk.

4,760.00

26.48.9


each

Tk.

6,378.00

26.49

Supplying, fitting and fixing of best quality G.I. check valve, threaded joint with sealant etc. complete approved and accepted by the Engineer- in- charge.

26.49.1

12 mm brass check valve

each

Tk.

300.00

26.49.2


each

Tk.

436.00

26.49.3


each

Tk.

602.00

26.49.4


each

Tk.

836.00

26.49.5


each

Tk.

1,024.00

26.49.6


each

Tk.

1,533.00

26.49.7


each

Tk.

2,783.00

26.49.8


each

Tk.

3,734.00

26.49.9


each

Tk.

6,016.00

26.50

Supplying, fitting and fixing of best quality G.I. float valve, threaded joint Pit valve etc. complete approved and accepted by the Engineer- in- charge.

26.50.1

12 mm brass float valve

each

Tk.

350.00

26.50.2


each

Tk.

468.00

26.50.3


each

Tk.

568.00

26.50.4


each

Tk.

888.00

26.50.5


each

Tk.

1,023.00



Item No.

Description of Item

Unit

187

Unit Rate

26.51

Supplying different inside dia best quality uPVC clean out / trap having specific gravity 1.35 -1.45 and other physical, chemical, themal, fire resistivity properties etc. as per BSTI approved manufacturer standards or ASTM, BS/ISO/IS standards, fitting and fixing in position etc. complete approved and accepted by the Engineer- in- charge.

26.51.1

50 mm dia uPVC Y or T - Y Cleanout

each

Tk.

546.00

26.51.2

100 mm dia uPVC „P‟ or „S‟ trap

each

Tk.

611.00

26.51.3


each

Tk.

679.00

26.51.4


each

Tk.

509.00

26.52

Supplying, fitting and fixing of best quality faucets etc. complete approved and accepted by the Engineer- in- charge.

26.52.1

12 mm CP bib cock

each

Tk.

1,014.00

26.52.2

12 mm special quality CP bib cock

each

Tk.

1,104.00

26.52.3

12 mm plastic bib cock with internal brass thread

each

Tk.

226.00

26.53

Supplying, fitting and fixing of best quality CP pillar cock etc. complete approved and accepted by the Engineer- in- charge.

26.53.1

12 mm CP medium quality pillar cock

each

Tk.

1,231.00

26.53.2

12 mm CP special heavy duty pillar cock

each

Tk.

1,280.00

26.54

Supplying, fitting and fixing of best quality CP self closing pillar pillar cock (Sensor Type) with necessary hardware etc. complete approved and accepted by the Engineerin- charge.

26.54.1

Standard CP self closing pillar cock (without mixture)

each

Tk.

5,557.00

26.54.2

Exclusive CP self closing pillar cock (without mixture)

each

Tk. 18,235.00

26.54.3

Standard CP self closing pillar cock (with mixture)

each

Tk.

26.54.4

Exclusive CP self closing pillar cock (with mixture)

each

Tk. 24,272.00

26.55

Supplying, fitting and fixing of CP Self closing pillar cock (push type) with all necessary hardware and consumables approved and accepted by the Engineer- in- charge.

each

Tk.

1,137.00

26.56

Supplying, fitting and fixing of best quality concealed fixed sink cock etc. complete approved and accepted by the Engineer-in-charge.

26.56.1

12 mm CP concealed fixed cock

each

Tk.

1,141.00

26.56.2

12 mm CP concealed moving cock

each

Tk.

1,504.00

26.57

Supplying, fitting and fixing of CP basin mixture with all necessary hardware and consumables approved and accepted by the Engineer.of following type

26.57.1

CP basin mixture

each

Tk.

2,732.00

7,971.00



Item No.

Description of Item

Unit

188

Unit Rate

26.57.2

CP single handle basin mixture

each

Tk.

3,464.00

26.58

Supplying, fitting and fixing of CP shower mixture including shower head only with all necessary hardware and consumables approved and accepted by the Engineer- incharge.

each

Tk.

4,529.00

26.59

Supplying, fitting and fixing of CP shower mixture including shower head and faucet with all necessary hardware and consumables approved and accepted by the Engineerin- charge.

each

Tk.

5,435.00

26.60

Supplying, fitting and fixing of CP bath tub mixture with shower head only including all necessary hardware and consumables approved and accepted by the Engineer- incharge.

each

Tk.

4,770.00

26.61

Supplying, fitting and fixing of stop cock with all necessary hardware and consumables approved and accepted by the Engineer- in- charge.

26.61.1

12 mm brass stop cock for surface mount (general quality)

each

Tk.

412.00

26.61.2

12 mm CP stop cock for surface mount (medium quality)

each

Tk.

406.00

26.61.3

12 mm CP stop cock for surface mount (special type)

each

Tk.

1,136.00

26.61.4

Stop cock concealed (medium)

each

Tk.

1,197.00

26.61.5

Stop cock concealed (heavy)

each

Tk.

1,245.00

26.63

Supplying, fitting and fixing of angle stop cock etc. complete approved and accepted by the Engineer- in- charge.

26.63.1

12 mm CP surface mounted angle stop cock (Heavy Type)

each

Tk.

853.00

26.63.2

12 mm CP medium quality surface & standard angle stop cock

each

Tk.

804.00

26.63.3

12 mm surface special heavy type angle stop cock

each

Tk.

877.00

26.63.4

12 mm CP concealed mount angle stop cock

each

Tk.

853.00

26.63.5

Medium concealed angle stop cock

each

Tk.

913.00

26.63.6

Special concealed heavy type angle stop cock

each

Tk.

1,197.00

26.64

Groove cutting in brick work and R.C.C work, including cost for concealing of G.I. pipe work (12 mm and 20 mm dia) in brick wall by cutting groove in wall, lintel, beam etc. by any means carefully without damaging the structure and filling the grooves with C.C (4:2:1) after laying of pipe including cost of scaffolding, finishing, curing etc. all complete approved and accepted by the Engineer- in- charge.

26.64.1

Groove size 40 mm x 40 mm (For laying 12 mm to 20 mm dia pipes)

meter

Tk.

65.00

26.64.2

Groove size 75 mm x 75 mm (For 25 mm to 40 mm dia pipes)

meter

Tk.

98.00

26.65

Supplying and fitting-fixing cleansing shower for ablution including holder etc. all complete approved and accepted by the Engineer- in- charge.



Item No.

Description of Item

Unit

189

Unit Rate

26.65.1

Fixed type 100 mm CP shower rose

each

Tk.

658.00

26.65.2

Moving type 100 mm CP shower rose

each

Tk.

1,396.00

26.66

Supplying and fitting-fixing hand / push shower for ablution including holder etc. all complete approved and accepted by the Engineer- in- charge.

26.66.1

Moving type hand shower

each

Tk.

1,571.00

26.66.2

Moving type push shower

each

Tk.

967.00

26.67

Supplying, fitting and fixing of food graded plastic overhead water reservoir tank including all necessary fittings, hardware and consumables etc. all complete approved and accepted by the Engineer- in- charge.

26.67.1

1000 liter capacity

each

Tk. 10,912.00

26.67.2

1500 liter capacity

each

Tk. 15,295.00

26.67.3

2000 liter capacity

each

Tk. 20,064.00

26.68

Supply and installation of food-graded plastic internal mini water tank for the use in kitchen, bathroom and toilet for emergency storage and supply of water manufactured from liner low density polyethylene (ILDPE) roto-grade (ultra violet) stabilized which complies FDA (Federal Department of Agriculture, USA) regulations 21 CFR 1277. 152, having food grade quality where no recycled material is used carrying, lifting, fitting, fixing in position including supply of necessary hardware, consumables, fittings etc. all complete approved and accepted by the Engineer- in- charge.

26.68.1

150 liter capacity

each

Tk.

3,365.00

26.68.2

300 liter capacity

each

Tk.

4,277.00

26.68.3

500 liter capacity

each

Tk.

6,334.00

26.69

Supply and installation of foreign made food graded stainless steel water tank including supply of hardware, consumables, fittings etc. all complete approved and accepted by the Engineer- in- Charge.

26.69.1

500 liter capacity

each

Tk. 11,187.00

26.69.2

1000 liter capacity

each

Tk. 19,520.00

26.69.3

2000 liter capacity

each

Tk. 32,101.00

26.69.4

4000 liter capacity

each

Tk. 63,030.00

26.69.5

6000 liter capacity

each

Tk. 68,596.00

26.70

Supply and installation of 400 gallon capacity ferro-cement water tank including necessary hardware, fittings and consumables etc. all complete approved and accepted by the Engineer- in- charge.

each

Tk.

8,017.00

26.71

Supplying, fitting and fixing of 12 mm dia, 450 mm long plastic flexible lead (connection) pipe approved and accepted by the Engineer- in- charge.

each

Tk.

57.00



190

Description of Item

Unit

26.72

Supplying, fitting and fixing of 12 mm dia, 600 mm long plastic flexible lead (connection) pipe approved and accepted by the Engineer- in- charge.

each

Tk.

101.00

26.73

Supplying, fitting and fixing of 12 mm dia 450 mm long metal cover connection pipe approved and accepted by the Engineer- in- charge.

each

Tk.

162.00

26.74

Supplying, fitting and fixing of 12 mm dia 600 mm long metal cover connection pipe approved and accepted by the Engineer- in- charge.

each

Tk.

186.00

26.75

Supply, fitting & fixing of 600 mm dia C.I. man hole cover etc. all complete approved by the Engineer- in- charge.

each

Tk.

1,869.00

26.76

Supply, installation, testing and commissioning of auto control booster pump system to maintain a pressure 0.8~2.2 bar in the water pipe line in the top floor(s). The booster pump system consists of the following components -

9,551.00

Item No.

Unit Rate

(i) Single phase pump motor- 01 no. HP 0.5~1.0, IP: 65, RPM:2900 (ii) Easy press switch : a device which control the pressure etc. all complete approved by the Engineer- in- charge. 26.76.1

Made in or assembled in Bangladesh

each

Tk.

26.76.2

Made in Italy/ Spain/ India etc.

each

Tk. 20,176.00

26.77

Suppy, fitting and fixing of Water pressure reducing valve to reduce static and flowing pressures in water distribution systems and it shall be a diaphragm/balanced piston type with integral stainless steel strainer and a built-in bypass to relieve pressure build-up downstream of the assembly. The valve shall be spring loaded to open and shall be diaphragm actuated to close under pressure conditions. The valve shall be suitable for supply pressure up to 400 psi and water temperatures from 33º to 180ºF. The valve‟s internal parts such as the cartridge assembly, strainer, diaphragm, and spring shall be accessible for inspection, repair or replacement without disconnecting the device from the pipeline. In addition, the valve shall have a clean-out feature to allow for removal of the strainer and seat disc without disturbing the pressure setting etc. all complete accepted by the Engineer- in- charge.

26.77.1


each

Tk.

2,384.00

26.77.2


each

Tk.

3,226.00

26.77.3


each

Tk.

3,948.00

26.77.4


each

Tk.

7,557.00

26.77.5


each

Tk.

8,399.00

26.77.6


each

Tk. 12,129.00

26.77.7


each

Tk. 20,550.00

26.77.8


each

Tk. 29,574.00

26.78

Manufacturing, supplying, fitting & fixing of adjustable hanger made of 38 mm x 38 mm x 6 mm m.s. angle with 600 mm long 12 mm dia nut-bolt for having pvc pipe from ceiling as per direction of the Engineer-in-charge.

meter

Tk.

676.00



Description of Item

Unit

Supplying, fitting and installation of automatic hand drier of high speed, energy efficient, rapid drying, automatic sensor, adjustable speed and sound control, adjustable heat control, electric hand dryer; surface mounted or semi‐recessed which can eliminate over 99% of airborne bacteria and particles as small as 0.3 microns with the removable Super Filter System and it shall be powered by 220v AC supply/ batteries and shall operate automatically from IR sensor that shall activate it when hands are placed in sensor zone etc. all complete accepted by the Engineer- in- charge.

each

Tk.

6,094.00

Item No.

26.79

191

Unit Rate

INSPECTION PIT & SOAK WELL

26.80

Construction of masonry inspection pit with 250 mm thick brick work in cement mortar (1:4) including necessary earth work, side filling and one layer brick flat soling, 75 mm thick (1:3:6) base concrete for making invert channel and 12 mm thick (1:2) cement plaster with neat finishing etc. all complete up to a depth of 700 mm approved and accepted by the Engineer- in- charge.

26.80.1

Clear 450 mm x 450 mm and depth 450 mm to 600 mm, average 525 mm for single 150 mm dia R.C.C. pipes and 400 mm PVC pipe.

each

Tk.

3,530.00

26.80.2

Clear 525 mm x 525 mm and depth 675 mm to 825 mm, average 750 mm for single 225 mm dia R.C.C. pipes and 400 mm PVC pipe.

each

Tk.

5,262.00

26.80.3

Clear 600 x 600 mm and depth 750 mm to 900 mm, average 825 mm for single 300 mm dia R.C.C. pipes and 400 mm PVC pipe.

each

Tk.

7,321.00

26.80.4

Master-pit of Size: Clear 600 mm x 500 mm and average 750 mm depth for Septic tank.

each

Tk.

3,825.00

26.81

Construction and placement M.H. cover with locking/unlocking arrangement including necessary earth work, side filling, shuttering, curing, cement plaster (1:4) with neat finishing on edges and top etc. all complete approved and accepted by the Engineer- incharge.

26.81.1

900 mm x 900 mm x 75 mm R.C.C. pit cover

each

Tk.

1,365.00

26.81.2


each

Tk.

1,575.00

26.81.3


each

Tk.

1,804.00

26.82

Construction and placing of R.C.C inspection pit cover (slab) with supplying and provisions for placing, fitting, fixing 450 mm dia C.I. man-hole cover with locking/unlocking arrangement including concrete (1:2:4) with approx. 1% re-enforcement, necessary earth cutting, or cleaning, side filling, curing etc. with minimum 12 mm cement plaster (1:4) and neat cement finishing on edges and top all complete and accepted by the Engineer- in- charge.

26.82.1

950 mm x 950 mm x 75 mm R.C.C. pit cover with 450 mm dia C.I. manhole cover.

each

Tk.

2,280.00

26.82.2


each

Tk.

2,443.00

26.82.3


each

Tk.

2,672.00



Item No.

Description of Item

Unit

192

Unit Rate

26.83

Construction of masonry inspection pits up to a depth of 700 mm with 250 mm thick brick work in cement mortar (1:4) including 100 mm thick R.C.C. top slab (1:2:4) with 1% reinforcement, man-hole cover with locking arrangement including necessary earth work, side filling and one brick flat soling. 75 mm thick (1:3:6) base concrete for making invert channel and 12 mm thick (1:2) cement plaster with neat finishing etc. all complete approved and accepted by the Engineer- in- charge.

26.83.1

Clear 450 mm x 450 mm and depth 450 mm to 600 mm, average 525 mm for single 150 mm dia R.C.C. pipes and 400 mm PVC pipe with pit cover and 450 mm dia C.I. man-hole cover.

each

Tk.

5,810.00

26.83.2

Clear 525 mm x 525 mm and depth 675 mm to 825 mm, average 750 mm for single 225 mm dia R.C.C. pipes and 400 mm PVC pipe with pit cover and 450 mm dia C.I. man-hole cover.

each

Tk.

7,705.00

26.83.3

Clear 600 mm x 600 mm and depth 750 mm to 900 mm, average 825 mm for single 300 mm dia R.C.C. pipes and 375 mm and 400 mm PVC pipe with pit cover and 450 mm dia C.I. man-hole cover.

each

Tk.

9,993.00

26.84

Construction of septic tank of different sizes with walls of brick work in cement mortar (1:6) having a lining of minimum 125 mm R.C.C cast against the walls as per approved type plan over a brick flat soling and 150 mm thick reinforced cement concrete flooring (1:2:4) with 125 mm thick walls in partition and 12 mm thick cement plaster (1:4) with N.C.F. to insides of walls on floor and all around outside walls by 450 mm height at top including supplying, fitting and fixing of two R.C.C. Tees and providing 450 mm dia water sealed heavy type C.I. manhole cover with locking/unlocking arrangement and 100 mm thick R.C.C (1:2:4) top slab, including centering, shuttering, fabricating, casting and curing etc. complete up to required depth including necessary earth work in excavation and shoring, bailing out water and side filling including the cost of all materials, operations and incidental charges. etc. all complete as per type plan approved and accepted by the Engineer-in-charge (Rate is including cost of reinforcement and its fabrication, binding and placing).

26.84.1

For 200 users

each

Tk. 233,848.00

26.84.2

For 100 users

each

Tk. 183,728.00

26.84.3

For 50 users

each

Tk. 121,120.00

26.84.4

For 30 users

each

Tk. 84,995.00

26.84.5

For 20 users

each

Tk. 80,255.00

26.84.6

For 10 users

each

Tk. 46,023.00

26.85

Construction of soak well of different sizes (medium and large sizes) with 250 mm thick solid brick work and 250 mm honey comb brick work with cement mortar (1:6) as per design over R.C.C. (1:2:4) well curb with 1% reinforcement up to the depth as per drawing with 450 mm dia water sealed heavy type. C.I. manhole cover with locking arrangement, filling the well up to the required depth with graded khoa and sand including supplying and fabricating M.S. rod, casting, curing including necessary earth work in excavation, side filling and bailing out water including cost of all materials etc. all complete as per drawing, design approved and accepted by the (Rate is including cost of reinforcement and its fabrication, binding and placing) Engineer- in- charge.

26.85.1

200 users

each

Tk. 86,069.00



Item No.

Description of Item

193

Unit

Unit Rate

26.85.2

100 users

each

Tk. 76,264.00

26.85.3

50 users

each

Tk. 64,420.00

26.86

Construction of soak well of different sizes (small sizes) with 250 mm thick solid brick work and 250 mm honey comb brick work with cement mortar (1:6) as per design over R.C.C. (1:2:4) well curb with 1% reinforcement up to the depth as per drawing with 450 mm dia water sealed heavy type. C.I. manhole cover with locking arrangement, filling the well up to the required depth with graded khoa and sand including supplying and fabricating M.S. Rod, casting, curing including necessary earth work in excavation, side filling and bailing out water including cost of all materials etc. all complete as per drawing, design approved and accepted by the Engineer- in- charge.

26.86.1

20 to 30 users

each

Tk. 54,765.00

26.86.2

10 users

each

Tk. 37,667.00

26.87

Supplying, fitting, fixing of foreign made best quality Reverse Osmosis Water Purifier (Kent / Unilever / Vapor water purifier or equivalent brand) for purification of water by reverse osmosis system to have potable water conforming WHO standard and Bangladesh concentration parameters including installation charge, carriage, sundries etc. complete approved and accepted by the Engineer- in- charge.

26.87.1

Water purification volume: 50 gallon /day water reserve capacity

each

Tk. 12,920.00

26.87.2

Water purification volume: 75 gallon per day

each

Tk. 19,279.00

26.87.3

Water purification volume: 75 gallon per day (touch type)

each

Tk. 25,437.00

26.87.4

Water purification volume: 100 gallon per day (with hot, cold & warm option)

each

Tk.

26.87.5


each

Tk. 51,035.00

26.87.6


each

Tk. 75,546.00

26.88

Supply, installation and commissioning of 50 liter capacity best quality ‘Water dispenser’ with container of approved brand/origin.

each

Tk.

4,468.00

26.89

Punching or cutting hole of any diameter for sanitary works.

each

Tk.

325.00

………………….. END OF DIVISION TWENTY SIX …………………..

69,418.00


DEEP TUBE-WELL

194

DIVISION 27: DEEP TUBE-WELL Item No.

Description of Item

Unit

Unit Rate

Note: Tender for test & observation well must be called before hand. Tender for main production well will then be called on the basis of required data obtained from the test well. Requirements of water must be the guiding factor for dimensioning the main well. SINKING OF 38 mm DIA TEST AND OBSERVATION WELL

27.1

Mobilization of test boring or observation well: Transportation of materials, equipments, tools and plants and boring rig to work site. Construction of derrick and dismantling the same. Cleaning the site after completion of the work accepted by the Engineer-in-charge.

per set

Tk.

7,913.00

27.2

Boring by using 100 mm dia cutter and 40 mm dia heavy type G.I pipe (wall thickness 2.9 mm, outside diameter min 47.8 mm, weight 3.517 kg/m, capable to withstand 50 kg/cm2 pressure) and other equipments capable of drilling up to a depth of 500 meter by water jet system through all sorts of soil strata providing protection of caving by supplying necessary casing pipe. Collection of soil samples at every 3 meter interval and at every change of soil strata and preserving them in a controlled environment for analysis and laboratory test. Finally, withdrawal of boring and casing pipes etc. complete and accepted by the Engineer-in-charge.

27.2.1

From 0.0 m to 50 m = 50 m

meter

Tk.

191.00

27.2.2

Above 50 m to 100 m = 50 m

meter

Tk.

219.00

27.2.3

Above 100 m to 152 m = 52 m

meter

Tk.

252.00

27.2.4

Above 152 m to 200 m = 48 m

meter

Tk.

290.00

27.2.5

Above 200 m to 250 m = 50 m

meter

Tk.

334.00

27.2.6

Beyond 250 m

meter

Tk.

384.00

27.3

Installation of tube-well fixture for observation well : Supplying and lowering of 40/38 mm inside dia best quality uPVC pressure tube well pipe (specific gravity 1.35 - 1.45, wall thickness 2.5 mm - 3.0 mm capable to withstand a minimum hydrostatic pressure of 170 psi for 1 hr). Fitting and fixing in position with all accessories, uPVC sand trap of length 3.00m with uPVC strainer of desired slot installing in or at mid depth of the most suitable water bearing strata, 38 mm dia, best quality G.I. pipe of length 1.52 m with M.S. welded flat bar welded on each side to prevent from rotation up to desired depth, fitting, fixing the best quality no. 6 C.I. head hand-pump etc including the cost of solvent cement, socket adapter, filling medium sand up to 18.00 m above strainer and the remaining portion with available soil from boring etc. complete as per standard specification and accepted by the Engineer-in-charge.

27.3.1

Fitting & fixing of no. 6 Hand-pump set including all necessary accessories etc

per set

Tk.

2,968.00


DEEP TUBE-WELL

Item No.

195

Description of Item

Unit

Unit Rate

27.3.2

Supplying and fitting 38/40 mm dia heavy type G.I pipe conforming to standard BS-1387 & BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20, sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength 188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe having wall thickness 2.9 mm, weight 3.517 kg/m capable to withstand 50 kg/cm2 hydraulic pressure

meter

Tk.

770.00

27.3.3

38/40 mm dia water grade uPVC pipe having wall thickness 2.5 mm -3.00 mm

meter

Tk.

162.00

27.3.4

38/40 mm dia water grade uPVC strainer having wall thickness 2.5 mm -3.00 mm

meter

Tk.

204.00

27.3.5

38/40 mm dia uPVC socket adapter

each

Tk.

100.00

27.3.6

Best quality 38 mm dia uPVC cap

each

Tk.

79.00

27.3.7

Supplying, fitting & fixing observation well inside the housing pipe of the deep tube well:100'-0" depth

each

Tk. 19,802.00

27.3.8

Supplying, fitting & fixing tube-well log describing technical information of the tube-well

each

Tk.

4,105.00

27.3.9

Filling the top 0.6 meter of the bore hole around the top pipe with sanitary seal of 1:2:4 (Cement: 1.2 FM sand: 20 mm downgraded brick chips) concrete

each

Tk.

51.00

27.4

Complete development of the tube well to obtain sand and turbidity free water at a satisfactory yield confirmed by tests as per specification and accepted by the Engineer-incharge. Water sample must be taken from 3 separate aquifers from three tube-wells

27.4.1

Wells up to 200 meter depth

27.4.1.1

For 1 No. test tube-well

LS

Tk.

7,024.00

27.4.1.2

For 2 Nos. test tube-wells

LS

Tk. 10,536.00

27.4.1.3


LS

Tk. 14,048.00

27.4.2

Wells beyond 200 meter depth

27.4.2.1

For 1 No. test tube-well

meter

Tk.

40.00

27.4.2.2


meter

Tk.

61.00

27.4.2.3


meter

Tk.

81.00


DEEP TUBE-WELL

Item No.

27.5

Description of Item

196

Unit

Unit Rate

"Furnishing design of a production well by testing of water and soil samples from test bores up to 350 m depth collecting samples of water from the best suitable aquifer, filling in sterilized air-tight glass bottles having no air space inside; collecting soil (sand, solids etc) at every 3 m interval and at each change of soil strata from the bores, arranging them in the cell of a box in an orderly manner. Carrying out test of water for (1) pH, (2) CO 2 (3) Chloride, (4) Fluoride, (5) Iron, (6) Manganese, (7) Nitrate-Nitrogen, (8)Total alkalinity, (9) Total hardness, (10) Arsenic, (11) Turbidity, followed by test reports along with Bangladesh Standards of potable water and (12) sieve analysis on soils throughout a bore, leading to ascertain the best suitable sustained aquifers, depths and slot sizes of strainer, types and dia of tube well for specific yield, thickness of shrouding around strainer, fineness modulus of shrouding materials, mechanical units (pumps, compressor) for testing and operation of the tube well, maintaining test bore functional till tube well installation, testing etc. is finished, finally filling and sealing the left over test bore permanently, including carrying water and soil samples under direct responsibility of Engineer-in-charge to BRTC, BUET or other reputed laboratory, approved by the authority, submitting the report and design details all complete and accepted by the Engineer-incharge and maintaining the mobilized tools and plants at site till satisfactory test results are found (if not, next test bore may be executed with the approval of concern S.E. / Design Office) Total No. of test on water: 11 types of test x 1 test bore x one set sample (3 specimen) = 11 Nos. test (each specimen 1.5 liter of water) Sieve analysis: min 9 Nos. Sample x one test x One bore = 9 Nos. test (Samples are of 1 kg dry wt. each)” There are about 55 (fifty-five) tests for potable water quality standard according to Bangladesh Environment Conservation Rules-12 (Schedule-3), 1997, under ECA 1995 of Ministry of Environment and Forest. Therefore, additional test/ tests on water or sieve analysis of soil if required, other than the above specified 12 (twelve) tests, may be carried out for public interest as per direction of the design engineer on actual payment including profit, VAT and all other charges.

27.5.1

Furnishing design considering 1 No. test bore

LS

Tk. 43,227.00

27.5.2

Furnishing design considering 2 Nos. test bores

LS

Tk. 72,930.00

27.5.3

Furnishing design considering 3 Nos. test bores

LS

Tk. 109,395.00

27.6

Disinfections of the well by using minimum 3 kg of bleaching powder of 33% strength or any other disinfectant as per standard specification and accepted by the Engineer-incharge.

each

Tk.

433.00

PRODUCTION WELL

27.7

Mobilization: Preparation for installation of tube-well and transportation of complete boring equipments, labour and materials to the work site and remove the materials after completion of the works. Installation of drilling rig and accessories, making arrangements for electricity, water, labour shed, site office and stores, digging mud pit etc, leveling, dressing and clearing of the site as per original condition and a testing for discharge using minimum 1000 liter water tub etc. all complete as per specifications and accepted by the Engineer-in-charge.

27.7.1

For Tube-wells up to 100 meter depth

per set

Tk. 39,232.00

27.7.2

For Tube-wells up to 200 meter depth

per set

Tk. 42,034.00


DEEP TUBE-WELL

Item No.

Description of Item

197

Unit

Unit Rate

per set

Tk. 44,836.00

27.7.3

For Tube-wells beyond 200 meter depth

27.8

Preparation and making gravel pack around the tube well fixtures with supply of designed graded pea gravels free from any substance harmful to pipe and health confirmed by test (Passing through #10 mesh and retained on #40 mesh) including sieving, washing etc. complete as per standard specification and accepted by the Engineer-in-charge. (The rate is inclusive of the cost of extra amount required for caving and extra depth below the tube well fixtures, shrouding should not be more than 15 m above the strainer and measurement should be allowed from bottom of the tube-well fixture to top of the gravel pack)

cum

Tk.

4,725.00

27.9

Making a sanitary seal up to a minimum depth of 6 meter from G.L. or as specified including the supply of approved quality of cement, sand and khoa (12 mm down graded) in a ratio of (1:1:5:3) as per standard specification and accepted by the Engineer-incharge.

cum

Tk.

8,293.00

INSTALLATION OF 50 mm x 125 mm DIA SHROUDED PRODUCTION WELL WITH PVC PIPE

27.10

Boring: Execution of 325 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter). Boring for 325 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval or as required and at every change in soil stratum including sinking and with drawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer-in-charge. (Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth or of further boring required due to caving and siltation)

27.10.1

From 0.0 m to 50 m = 50 m

meter

Tk.

939.00

27.10.2

From 50 m to 100 m = 50 m

meter

Tk.

1,080.00

27.10.3

From 100 m to 152 m = 52 m

meter

Tk.

1,242.00

27.10.4

From 152 m to 200 m = 48 m

meter

Tk.

1,428.00

27.10.5

From 200 m to 250 m = 50 m

meter

Tk.

1,642.00

27.10.6

Beyond 250 m

meter

Tk.

1,889.00

27.11

Supplying the following tube well fixtures and pipes having density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and accepted by the Engineer-in-charge. Note : Pipe size (wall thickness) will be chosen as per table page no: 213)

27.11.1


each

Tk.

107.00

27.11.2.1

50 mm dia water grade (Class C) uPVC blind pipe/sand trap of wall thickness 2.5 mm to 3.00 mm

meter

Tk.

163.00

27.11.2.2

50 mm dia water grade (Class D) uPVC blind pipe/sand trap of wall thickness 3.1 mm to 3.7 mm

meter

Tk.

192.00


DEEP TUBE-WELL

198

Item No.

Description of Item

Unit

Unit Rate

27.11.2.3

50 mm dia water grade (Class E) uPVC blind pipe/sand trap of wall thickness 3.9 mm to 4.5 mm

meter

Tk.

255.00

27.11.3.1

50 mm dia strainer of any slot as per design made with grade (Class C) uPVC pipe of wall thickness 2.5 mm to 3 mm

meter

Tk.

215.00

27.11.3.2

50 mm dia strainer of any slot as per design made with grade (Class D) uPVC pipe of wall thickness 3.1 mm to 3.7 mm

meter

Tk.

244.00

27.11.3.3

50 mm dia strainer of any slot as per design made with grade (Class E) uPVC pipe of wall thickness 3.9 mm to 4.5 mm

meter

Tk.

307.00

27.11.4

Best quality 50 mm x 125 mm dia uPVC Reducer

meter

Tk.

691.00

27.11.5.1

125mm dia water grade (Class C) uPVC housing pipe of wall thickness 5.5 to 6.4mm

meter

Tk.

786.00

27.11.5.2

125mm dia water grade (Class D) uPVC housing pipe of wall thickness 7.3 to 8.4mm

meter

Tk.

977.00

27.11.5.3

125mm dia water grade (Class E) uPVC housing pipe of wall thickness 9.0 to 10.4mm

meter

Tk.

1,158.00

27.11.6

Supplying centralizer made with 12 mm dia M.S. rod of approved design

each

Tk.

379.00

27.12

Complete installation of 50 mm dia uPVC tube well fixtures such as expanded top or furnishing pipe, reducer, tube well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing with best quality PVC solution, iron screws and PVC tape, sockets and placing in position with proper size M.S. centralizer @ 3.0 meter c/c in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge.

meter

Tk.

80.00

27.13

Complete development of the tube well by air compressor and pump of suitable capacity by alternate surging and pumping or any specified method until satisfactory yield is achieved in sand and turbid free water confirmed by laboratory test using necessary quantity of cologne and conducting step drawn-down test before and after the development as per specification and accepted by the Engineer-in-charge. (Development should be started within 24 hours of completion of shrouding)

27.13.1

Wells up to 200 m depth

each

Tk. 23,272.00

27.13.2

Wells beyond 200 m depth

each

Tk. 29,478.00

27.14

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer-in-charge.

per hour

Tk.

760.00

27.15

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) to obtain chlorinated water having 150 ppm free chlorine in the well complete as per standard specification and accepted by the Engineer-in-charge.

each

Tk.

1,244.00

27.16

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or by local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer-in-charge.

meter

Tk.

31.00

27.17

Protective top cover: Supplying and fitting fixing of best quality 150 mm dia 4 mm thick MS. Pipe 1.0 m (3'-4") long one end blocked with 200 mm dia 4 mm thick M.S. plate and other end minimum 300 mm (1'-0") embedded in sanitary seal for protection of uPVC Housing Pipe as per standard specification and accepted by the Engineer-in-charge.

each

Tk.

4,549.00


DEEP TUBE-WELL

Item No.

Description of Item

Unit

199

Unit Rate


27.18

Boring: Execution of 350 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter). Boring for 350 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval or as required and at every change in soil stratum including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer-in-charge. (Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth or of further boring required due to caving and siltation)

27.18.1

From 0.0 m to 50 m = 50 m

meter

Tk.

988.00

27.18.2

From 50 m to100 m = 50 m

meter

Tk.

1,136.00

27.18.3

From 100 m to 152 m = 52 m

meter

Tk.

1,307.00

27.18.4

From 152 m to 200 m = 48 m

meter

Tk.

1,503.00

27.18.5

From 200 m to 250 m = 50 m

meter

Tk.

1,728.00

27.18.6

Beyond 250 m

meter

Tk.

1,987.00

27.19

Supplying the following tube well fixtures and pipes having density 1350 kg/m3, opacity 0.2% of visible light as per ISO 7686, minimum required strength 25 MPa conforming to BDS-1:2013, 4.4.1, 4.4.2 at working site as per standard practice and accepted by the Engineer-in-charge.

27.19.1


each

Tk.

145.00

27.19.2.1

75 mm dia water grade (Class C) uPVC blind pipe/sand trap of wall thickness 3.5 mm to 4.1 mm

meter

Tk.

313.00

27.19.2.2

75 mm dia water grade (Class D) uPVC blind pipe/sand trap of wall thickness 4.6 mm to 5.3 mm

meter

Tk.

403.00

27.19.2.3

75 mm dia water grade (Class E ) uPVC blind pipe/sand trap of wall thickness 5.7 mm to 6.6 mm

meter

Tk.

878.00

27.19.3.1

75 mm dia strainer of any slot as per design made with water grade (Class C) uPVC pipe of wall thickness 3.5 to 4.1 mm

meter

Tk.

359.00

27.19.3.2

75 mm dia strainer of any slot as per design made with water grade (Class D) uPVC pipe of wall thickness 4.6 mm to 5.3 mm

meter

Tk.

450.00

27.19.3.3

75 mm dia strainer of any slot as per design made with water grade (Class E) uPVC pipe of wall thickness 5.7 mm to 6.6 mm

meter

Tk.

924.00

27.19.4


each

Tk.

881.00

27.19.5.1

150 mm dia water grade (Class C) uPVC housing pipe having wall thickness 6.6 mm to 7.6 mm

meter

Tk.

1,138.00


DEEP TUBE-WELL

200

Item No.

Description of Item

Unit

27.19.5.2

150 mm dia water grade (Class D) uPVC housing pipe having wall thickness 8.8 mm to 10.2 mm

meter

Tk.

1,540.00

27.19.5.3

150 mm dia water grade (Class E) uPVC housing pipe having wall thickness 10.8 mm to 12.5 mm

meter

Tk.

1,842.00

27.19.6

Supplying of centralizer made with 12 mm dia M.S. rod of approved design

meter

Tk.

379.00

27.20

Complete installation of 75 mm dia uPVC tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc fitting and fixing with best quality uPVC solution, iron screws and uPVC tape and placing in position with proper size M.S. centralizer @ 3 meter c/c .in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge.

meter

Tk.

89.00

27.21

Complete development of the well by suitable air compressor and pump of suitable capacity by alternate surging and pumping untill satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer-in-charge. (Development should be started within 24 hours of completion of shrouding)

27.21.1


each

Tk. 31,419.00

27.21.2


each

Tk. 37,702.00

27.22

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer.

hour

Tk.

935.00

27.23

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine complete as per standard specification and accepted by the Engineer-in-charge.

each

Tk.

1,511.00

27.24

Filling of the bore-hole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer-in-charge.

meter

Tk.

37.00

27.25

Protective top cover: Supplying and fitting fixing best quality 200 mm dia 4 mm thick M.S. pipe 1.0 m (3'-4") long, one end blocked with 250 mm dia 4 mm thick M.S. plate and other end minimum 300 mm (1'-0) embedded in sanitary seal for protection of uPVC housing pipe as per standard specification and accepted by the Engineer-in-charge.

each

Tk.

6,113.00


27.26

Boring: Execution of 400 mm dia of boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter) Boring for 400 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval or as required and at every change in soil stratum including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer-in-charge. (Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth or of further boring required due to caving and siltation)

Unit Rate


DEEP TUBE-WELL

Item No.

Description of Item

Unit

201

Unit Rate

27.26.1

From 0.0 m to 50 m = 50 m

meter

Tk.

1,031.00

27.26.2

From 50 m to 100 m = 50 m

meter

Tk.

1,186.00

27.26.3

From 100 m to 152 m = 52 m

meter

Tk.

1,364.00

27.26.4

From 152 m to 200 m = 48 m

meter

Tk.

1,569.00

27.26.5

From 200 m to 250 m = 50 m

meter

Tk.

1,804.00

27.26.6

Beyond 250 m

meter

Tk.

2,074.00

27.27


27.27.1


each

Tk.

226.00

27.27.2.1

100 mm dia water grade (Class C) uPVC blind pipe/ sand trap having wall thickness 4.5mm to 5.2mm

meter

Tk.

498.00

27.27.2.2

100 mm dia water grade (Class D) uPVC blind pipe/ sand trap having wall thickness 6.0 mm to 6.9 mm

meter

Tk.

649.00

27.27.2.3

100 mm dia water grade (Class E) uPVC blind pipe/ sand trap having wall thickness 7.3 mm to 8.4 mm

meter

Tk.

811.00

27.27.3.1

100 mm dia strainer of any slot as per design made with water grade(Class C) uPVC pipe having wall thickness 4.5 mm to 5.2 mm

meter

Tk.

544.00

27.27.3.2

100 mm dia strainer of any slot as per design made with water grade(Class D) uPVC pipe having wall thickness 6.0 mm to 6.9 mm

meter

Tk.

695.00

27.27.3.1

100 mm dia strainer of any slot as per design made with water grade(Class E) uPVC pipe having wall thickness 7.3 mm to 8.4 mm

meter

Tk.

857.00

27.27.4

Best quality 100 mm x 200 mm dia uPVC reducer

each

Tk.

980.00

27.27.5.1

200 mm dia water grade (Class C) uPVC housing pipe having wall thickness 7.8 mm to 9.0 mm

meter

Tk.

1,138.00

27.27.5.2

200 mm dia water grade (Class D) uPVC housing pipe having wall thickness 10.3 mm to 11.9 mm

meter

Tk.

1,540.00

27.27.5.3

200 mm dia water grade (Class E) uPVC hjousing pipe having wall thickness 12.6 mm to 14.8 mm

meter

Tk.

1,842.00

27.27.6


each

Tk.

379.00

27.28

Complete installation of 100 mm dia uPVC tube-well fixtures such as expanded top pipes,. reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing with best quality PVC solution, iron screws and uPVC tape and placing in position with proper size M.S. centralizer @ 3 meter c/c. in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge.

meter

Tk.

103.00


DEEP TUBE-WELL

Item No.

Description of Item

202

Unit

Unit Rate

27.29

Complete development of the tube-well by air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield of sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer-in-charge. (Development should be started within 24 hours of completion of shrouding)

27.29.1


each

Tk. 38,560.00

27.29.2


each

Tk. 46,272.00

27.30


hour

Tk.

984.00

27.31

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc. complete as per standard specification and accepted by the Engineer-in-charge.

each

Tk.

1,777.00

27.32

Filling of the borehole around the tube-well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer-in-charge.

meter

Tk.

42.00

27.33

Protective top cover: Supplying and fitting fixing best quality 250 mm dia 4 mm thick M.S. pipe, 1.0 m (3'-4") long one, end blocked with 300 mm dia 4 mm thick M.S. plate and other end minimum 300 (1'-0") embedded in sanitary seal for protection of uPVC Housing pipe as per standard specification and accepted by the Engineer-in-charge.

each

Tk.

9,356.00

INSTALLATION OF 150 mm x 200 mm & 150 mm x 250 mm DIA SHROUDED PRODUCTION WELL WITH uPVC PIPE

27.34

Boring: Execution of 600 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter). Boring for 600 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval or as required and at every change in soil stratum including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer-in-charge. (Measurement will be allowed from E.G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth or of further boring required due to caving and siltation)

27.34.1

From 0.0 m to 50 m = 50 m

meter

Tk.

1,279.00

27.34.2

From 50 m to 100 m = 50 m

meter

Tk.

1,470.00

27.34.3

From 100 m to 152 m = 52 m

meter

Tk.

1,691.00

27.34.4

From 152 m to 200 m = 48 m

meter

Tk.

1,945.00

27.34.5

From 200 m to 250 m = 50 m

meter

Tk.

2,236.00

27.34.6

Beyond 250 m

meter

Tk.

2,572.00


DEEP TUBE-WELL

Item No.

Description of Item

27.35


27.35.1

Best quality 150 mm dia uPVC cap for blind pipe/ sand trap.

27.35.2.1

Unit

203

Unit Rate

each

Tk.

537.00

150 mm dia water grade (Class C) uPVC blind pipe/ sand trap having wall thickness 6.6 mm to 7.6 mm

meter

Tk.

1,138.00

27.35.2.2

150 mm dia water grade (Class D) uPVC blind pipe/ sand trap having wall thickness 8.8 mm to 10.2 mm

meter

Tk.

1,339.00

27.35.2.3

150 mm dia water grade (Class E) uPVC blind pipe/ sand trap having wall thickness 10.8 mm to 12.5 mm

meter

Tk.

1,842.00

27.35.3.1

150 mm dia strainer of any slot as per design made with water grade (Class C) uPVC pipe of wall thickness 6.6 to 7.6 mm

meter

Tk.

1,196.00

27.35.3.2

150 mm dia strainer of any slot as per design made with water grade (Class D) uPVC pipe of wall thickness 8.8 to 10.2 mm

meter

Tk.

1,397.00

27.35.3.3

150 mm dia strainer of any slot as per design made with water grade (Class E) uPVC pipe of wall thickness 10.8 to 12.5 mm

meter

Tk.

1,900.00

27.35.4.1


each

Tk.

1,246.00

27.35.4.2


each

Tk.

1,488.00

27.35.5.1

200 mm dia water grade (Class C) uPVC housing pipe of wall thickness 7.8 mm to 9.0 mm

meter

Tk.

1,721.00

27.35.5.2

200 mm dia water grade (Class D) uPVC housing pipe of wall thickness 10.3 mm to 11.9 mm

meter

Tk.

2,295.00

27.35.5.3

200 mm dia water grade (Class E) uPVC housing pipe of wall thickness12.6 mm to 14.8 mm

meter

Tk.

2,687.00

27.35.5.4

250 mm dia water grade (Class C) uPVC housing pipe of wall thickness 9.7 mm to 11.2 mm

meter

Tk.

2,687.00

27.35.5.5

250 mm dia water grade (Class D) uPVC housing pipe of wall thickness 12.8 mm to 14.8 mm

meter

Tk.

3,753.00

27.35.5.6

250 mm dia water grade (Class E) uPVC housing pipe of wall thickness 15.7 mm to 18.1 mm

meter

Tk.

4,458.00

27.35.6

Supplying of centralizer made with 12 mm dia M.S. rod of approved design

meter

Tk.

379.00

27.36

Complete installation of 150 mm dia uPVC tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing with best quality uPVC solution, iron screws and uPVC tape and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge.

meter

Tk.

106.00


DEEP TUBE-WELL

Item No.

Description of Item

204

Unit

Unit Rate

27.37

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer-in-charge. (Development should be started within 24 hours of completion of shrouding)

27.37.1


each

Tk. 46,104.00

27.37.2


each

Tk. 52,252.00

27.38


hour

Tk.

1,120.00

27.39


each

Tk.

2,133.00

27.40

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay as free from any substances harmful to pipes and health per standard specification and accepted by the Engineer-in-charge.

meter

Tk.

57.00

27.41

Protective top cover: Supplying fitting and fixing of best quality 250 mm dia 4 mm thick M.S. pipe 1.0 m (3'-4") long one end blocked with 300 dia 4 mm thick M.S. plate and other end minimum 300 (1'-0") embedded in sanitary seal for protection of uPVC Housing pipe as per standard specification and accepted by the Engineer-in-charge.

each

Tk.

9,261.00

INSTALLATION OF 150 mm x 300 mm DIA SHROUDED PRODUCTION WELL WITH G.I. PIPE

27.42

Boring: Execution of 600 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter) for boring 600 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval and at every change of formation including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer-in-charge. (Measurement will be allowed from G.L. to bottom of the blind pipe and the rate is inclusive of the cost of extra depth of boring required for caving and siltation)

27.42.1

From 0.0 m to 50 m = 50 m

meter

Tk.

1,279.00

27.42.2

From 50 m to 100 m = 50 m

meter

Tk.

1,470.00

27.42.3

From 100 m to 152 m = 52 m

meter

Tk.

1,691.00

27.42.4

From 152 m to 200 m = 48 m

meter

Tk.

1,945.00

27.42.5

From 200 m to 250 m = 50 m

meter

Tk.

2,236.00

27.42.6

Beyond 250 m

meter

Tk.

2,572.00


DEEP TUBE-WELL

Item No.

Description of Item

27.43

Supplying the following tube well fixtures and pipes conforming to standard BS-1387 & BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20, sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength 188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe at working site as per standard practice and accepted by the Engineer-in-charge.

27.43.1

150 mm dia M.S. cap 6 mm thick for blind pipe/sand trap

27.43.2

150 mm dia G.I. Pipe having wall thickness 5.4 mm, weight 21.2 kg/m can withstand 50 kg/ cm2 hydraulic pressure for blind pipe/sand trap

27.43.3

150 mm dia strainer of slot opening as per design including tagging 4 Nos. 12 mm dia M.S. rod continuously.

27.43.3.1

Unit

205

Unit Rate

each

Tk.

1,362.00

meter

Tk.

3,509.00

Stainless steel strainer of continuous slot having weight 28.84 kg per meter.

meter

Tk.

16,003.00

27.43.3.2

2.50 mm thick stainless steel Bridge type strainer.

meter

Tk. 11,836.00

27.43.4

150 mm x 300 mm dia M.S. reducer of minimum thickness of 6 mm.

each

Tk.

2,850.00

27.43.5

300 mm dia 6 mm minimum thick M.S. housing pipe (Welded)

meter

Tk.

6,772.00

27.43.6

300 mm dia 6 mm minimum thick M.S. housing pipe (Seamless)

meter

Tk.

9,249.00

27.43.7

Centralizer made with 12 mm dia M.S. rod of approved design.

each

Tk.

379.00

27.43.8

350 mm dia M.S. cap having 6 mm thick for housing pipe covering.

each

Tk.

2,275.00

27.44

Complete installation of 150 mm dia deep tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including. blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge.

meter

Tk.

461.00

27.45

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer-in-charge. (Development should be started within 24 hours of completion of shrouding)

27.45.1


each

Tk. 46,104.00

27.45.2


each

Tk. 52,252.00

27.46


hour

Tk.

1,153.00

27.47


each

Tk.

2,177.00


DEEP TUBE-WELL

Item No.

27.48

206

Description of Item

Unit

Unit Rate

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer-in-charge.

meter

Tk.

57.00


27.49

Boring: Execution of 800 mm dia boring through all sorts of strata by reverse circulation or any other approved method (Method other than reverse circulation is to be applied only for wells deeper than 152 meter). For boring 800 mm dia vertical hole up to designed depth and collection of soil samples at every 3 meter interval and at every change of formation including sinking and withdrawing necessary casing pipe and all necessary arrangements complete as per specification and accepted by the Engineer-in-charge. (Measurement will be allowed form G.L. to bottom of the blind pipe and the rate is required for caving and siltation)

27.49.1

From 0.0 m to 50 m = 50 m

meter

Tk.

1,518.00

27.49.2

From 50 m to 100 m = 50 m

meter

Tk.

1,745.00

27.49.3

From 100 m to 152 m = 52 m

meter

Tk.

2,007.00

27.49.4

From 152 m to 200 m = 48 m

meter

Tk.

2,308.00

27.49.5

From 200 m to 250 m = 50 m

meter

Tk.

2,655.00

27.49.6

Beyond 250 m

meter

Tk.

3,053.00

27.50

Supplying the following tube-well fixtures and pipes conforming to standard BS-1387 & BDS-1031, having chemical composition (in%) carbon 0.17-0.25, manganese 0.95-1.20, sulphur 0.060 max, phosphorous 0.060 max, tensile properties: miminum yield strength 188 MPa, minimum tensile strength 313 MPa and marking for a) manufacturer b) material c) wall thickness d) nominal outside dia e) intended use etc. on the body of the pipe at working site as per standard practice and accepted by the Engineer-in-charge.

27.50.1

200 mm dia M.S. cap 6mm thick for blind pipe/ sand strap

each

Tk.

1,747.00

27.50.2

200 mm dia 6 mm thick tube well pipe and blank G.I. pipe of wt. 33.45 kg per meter can withstand minimum 700 psi hydraulic pressure.

meter

Tk.

7,505.00

27.50.3

200 mm dia strainer of slot opening as per design including tagging 4 nos 12 mm dia M.S. rod continuously.

meter

27.50.3.1

200 mm dia stainless steel strainer of continuous slot having 38.36 kg per meter.

meter

Tk. 18,719.00

27.50.3.2


meter

Tk. 12,529.00

27.50.4

200 mm x 400 mm dia 6 mm thick M.S. reducer.

each

Tk.

27.50.5

400 mm dia 6 mm thick M.S. housing pipe (Welded)

meter

Tk. 10,536.00

27.50.6

400 mm dia 6 mm thick M.S. housing pipe (Seamless)

meter

Tk.

12,871.00

27.50.7

Centralizer made with 12 mm dia M.S. rod of approved design

each

Tk.

379.00

2,932.00


DEEP TUBE-WELL

Item No.

Description of Item

27.50.8

450 mm dia M.S. cap of 6 mm thick for housing pipe covering.

27.51

Complete installation of 200 mm dia deep tube well fixtures such as expanded top pipes, reducer, and tube well pipes, strainer, blind pipe. pipe cap etc. Fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer position including blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge.

27.52

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer-in-charge. (Development should be started within 24 hours of completion of shrouding).

27.52.1

Unit

207

Unit Rate

each

Tk.

490.00

meter

Tk.

503.00


each

Tk. 42,896.00

27.52.2


each

Tk. 47,943.00

27.53


hour

Tk.

1,198.00

27.54

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine complete as per standard specification and accepted by the Engineer-in-charge.

each

Tk.

2,488.00

27.55


meter

Tk.

57.00


27.56


27.56.1

From 0.0 m to 50 m = 50 m

meter

Tk.

939.00

27.56.2

From 50 m to 100 m = 50 m

meter

Tk.

1,080.00

27.56.3

From 100 m to 152 m = 52 m

meter

Tk.

1,242.00

27.56.4

From 152 m to 200 m = 48 m

meter

Tk.

1,428.00

27.56.5

From 200 m to 250 m = 50 m

meter

Tk.

1,642.00

27.56.6

Beyond 250 m

meter

Tk.

1,889.00


DEEP TUBE-WELL

Item No.

Description of Item

Unit

208

Unit Rate

27.57


27.57.1

150 mm dia 6mm thick M.S. cap for blind pipe/ sand trap.

each

Tk.

1,362.00

27.57.2

50 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe

meter

Tk.

592.00

27.57.3

50 mm dia strainer of slot opening as per design including tagging 4 nos 12 mm dia M.S. rod continuously.

27.57.3.1


meter

Tk.

6,283.00

27.57.3.2


meter

Tk.

6,283.00

27.57.4


each

Tk.

1,099.00

27.57.5

150 mm dia 6 mm thick M.S. housing pipe (Welded).

meter

Tk.

5,023.00

27.57.6

150 mm dia 6 mm thick M.S. housing pipe (Seamless).

meter

Tk.

4,419.00

27.57.7

Centralizer made with 12 mm dia M.S. rod of approved design.

each

Tk.

379.00

27.57.8


each

Tk.

1,795.00

27.58

Complete installation of 50 mm dia deep tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including. blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge

meter

Tk.

461.00

27.59

Compete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer-in-charge (Development should be started within 24 hours of completion of shrouding)

27.59.1


each

Tk. 23,272.00

27.59.2


each

Tk. 26,375.00

27.60


hour

Tk.

962.00

27.61


each

Tk.

1,244.00


DEEP TUBE-WELL

Item No.

27.62

209

Description of Item

Unit

Unit Rate


meter

Tk.

33.00


27.63


27.63.1

From 0.0 m to 50 m = 50 m

meter

Tk.

988.00

27.63.2

From 50 m to 100 m = 50 m

meter

Tk.

1,136.00

27.63.3

From 100 m to 152 m = 52 m

meter

Tk.

1,307.00

27.63.4

From 152 m to 200 m = 48 m

meter

Tk.

1,503.00

27.63.5

From 200 m to 250 m = 50 m

meter

Tk.

1,728.00

27.63.6

Beyond 250 m

meter

Tk.

1,987.00

27.64


27.64.1

150 mm dia 6mm thick M.S. cap for blind pipe/ sand trap.

each

Tk.

1,357.00

27.64.2

75 mm dia 4.85 mm thick tube well pipe and blank G.I. pipe

meter

Tk.

883.00

27.64.3


27.64.3.1


meter

Tk.

8,411.00

27.64.3.2


meter

Tk.

8,411.00

27.64.4


meter

Tk.

1,099.00

27.64.5

150 mm dia 6 mm thick M.S. housing pipe (Welded)

meter

Tk.

5,023.00

27.64.6

150 mm dia 6 mm thick M.S. housing pipe (Seamless)

meter

Tk.

4,419.00

27.64.7

Centralizer made with 12 mm dia M.S. rod of approved design

each

Tk.

379.00


DEEP TUBE-WELL

Item No.

Description of Item

Unit

210

Unit Rate

27.64.8


meter

Tk.

1,795.00

27.65

Complete installation of 75 mm dia deep tube-well fixtures such as expanded top pipes, reducer, tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge.

meter

Tk.

447.00

27.66

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer-in-charge (Development should be started within 24 hours of completion of shrouding).

27.66.1


each

Tk. 31,419.00

27.66.2


each

Tk. 35,608.00

27.67


hour

Tk.

1,041.00

27.68


each

Tk.

1,511.00

27.69


meter

Tk.

38.00


27.70


27.70.1

From 0.0 m to 50 m = 50 m

meter

Tk.

1,031.00

27.70.2

From 50 m to 100 m = 50 m

meter

Tk.

1,186.00

27.70.3

From 100 m to 152 m = 52 m

meter

Tk.

1,364.00

27.70.4

From 152 m to 200 m = 48 m

meter

Tk.

1,569.00

27.70.5

From 200 m to 250 m = 50 m

meter

Tk.

1,804.00

27.70.6

Beyond 250 m

meter

Tk.

2,074.00


DEEP TUBE-WELL

Item No.

Description of Item

Unit

211

Unit Rate

27.71


27.71.1

Supplying 150 mm dia 6mm thick M.S. cap for blind pipe/ sand trap.

each

Tk.

1,362.00

27.71.2

Supplying 100 mm dia 6 mm thick tube well pipe and blank G.I. pipe

meter

Tk.

1,325.00

27.71.3


27.71.3.1

Supplying 100 mm dia stainless steel strainer of continuous slot having 28.84 kg per meter.

meter

Tk.

7,256.00

27.71.3.2

Supplying 100 mm dia 2.5 mm thick stainless steel bridge type strainer

meter

Tk.

7,256.00

27.71.4

Supplying 100 mm x 200 mm dia 6 mm thick M.S. reducer.

each

Tk.

1,362.00

27.71.5

Supplying 200 mm dia 6 mm thick M.S. housing pipe (Welded)

meter

Tk.

4,184.00

27.71.6

Supplying 200 mm dia 6 mm thick M.S. housing pipe (Seamless)

meter

Tk.

4,585.00

27.71.7


each

Tk.

227.00

27.71.8

Supplying 200 mm dia M.S. cap of 6 mm thick for housing pipe covering.

each

Tk.

2,320.00

27.72

Complete installation of 100 mm dia deep tube-well fixtures such as expanded top pipes, reducer, and tube-well pipes, strainer, blind pipe, pipe cap etc. fitting and fixing socket, welding and additional welding with fibre and placing in position with proper size M.S. centralizer @ 3 meter c/c in strainer portion including blind pipe etc. complete as per standard practice and accepted by the Engineer-in-charge

meter

Tk.

503.00

27.73

Complete development of the tube well by suitable air compressor and pump of suitable capacity by alternate surging and pumping until satisfactory yield, sand free water and the turbidity condition is reached using necessary quantity of calgon and conducting step draw down test before and after the development as per specification and accepted by the Engineer-in-charge (Development should be started within 24 hours of completion of shrouding)

27.73.1


each

Tk. 38,560.00

27.73.2


each

Tk. 43,701.00

27.74

Pumping test of the well by designed turbine/submersible pump with supply of testing equipments for pressure/ velocity/ discharge etc. and all materials for 72 hours including yield drawn and recovery test etc. complete as per specification and accepted by the Engineer-in-charge

hour

Tk.

1,086.00

27.75

Disinfections of the well including supply of sufficient quantity of bleaching powder (33% strength) chlorinated water having 150 ppm available free chlorine etc. complete as per standard specification and accepted by the Engineer-in-charge

each

Tk.

1,777.00


DEEP TUBE-WELL

Item No.

27.76

212

Description of Item

Unit

Unit Rate

Filling of the borehole around the tube well from top of the shrouding up to the bottom of sanitary seal by withdrawn selected soil or local clay free from any substances harmful to pipes and health as per standard specification and accepted by the Engineer-in-charge

meter

Tk.

43.00

INSTALLATION OF 40 MM DIA uPVC HAND TUBE WEL

27.77

Supplying and sinking of 40 mm dia water grade uPVC tube well pipe having wall thickness 2.5 mm to 3.0 mm including trial boring and with all necessary fittings as required etc. all complete and accepted by the Engineer-in-charge.

27.77.1

40 mm dia pipe up to 60 m depth

meter

Tk.

182.00

27.77.2

40 mm dia pipe beyond 60 m depth

meter

Tk.

329.00

27.78

Supplying and sinking of 3 m long uPVC strainer with all necessary fittings as required etc. complete and accepted by the Engineer-in-charge.

each

Tk.

500.00

27.79

Supplying, fitting and fixing of No. 6 pump for 40 mm dia tube well with all necessary fittings including 0.61 m long 40 mm dia G.I. Pipe etc. all complete as per accepted by the Engineer-in-charge.

each

Tk.

3,252.00

27.80

Construction of platform of size 1.4 m x 1.0 m and outlet drain up to1 meter long, as per drawing with 75 mm thick cement concrete of f'c min 17 MPa with brick chips and cement content relates to 1:2:4, over a brick flat soling and providing 125 mm x 75mm brick band in 1:6 all around, including finished with 12 mm thick cement plaster in 1:4 followd by neat cement finishing all complete and accepted by the Engineer-in-charge.

each

Tk.

4,946.00

DEEP SET HAND OPERATED TUBE WELL

27.81

Supplying and sinking uPVC, tube well pipe, uPVC strainer including trial boring with all necessary fittings as required etc. all complete and accepted by the Engineer-incharge.

27.81.1

50 mm dia water grade uPVC pipe having wall thickness 2.5 mm to 3 mm

meter

Tk.

466.00

27.81.2

40 mm dia water grade uPVC pipe having wall thickness 2.5 mm to 3 mm

meter

Tk.

266.00

27.81.3

40 mm dia uPVC strainer 3.0 m long

each

Tk.

500.00

27.82

Supplying, fitting and fixing of deep set tube well pump (Hand set) with all necessary fittings as required such as No. 6 pump, 50 mm dia G.I. pipe 0.61 m long, 50 mm x 40 mm reducing socket, 40 mm dia pipe Nipple 1.22 m long cylinder, tie foot ball, tie plunger, 3 Nos. 10 mm dia sockets, 4 Nos. 10mm dia nuts, 5 Nos. end threaded 10 mm dia M.S. rod 3 m long, necessary quantity of solution and tape etc. complete and accepted by the Engineer-in-charge.

each

Tk.

6,187.00


DEEP TUBE-WELL

213

uPVC pipe selection for deep tube well depending on depth Normal size (inner dia)

Class C Pipe

Class D Pipe

Class E Pipe

mm

Wall Thickness (mm)

Depth of well to be continued (ft)

Wall Thickness (mm)


Wall Thickness (mm)


50

2.5 - 3.0

260‟-0”

3.1 – 3.7

600‟-0”

3.9 - 4.5

900‟-0”

75

3.5 – 4.1

200‟-0”

4.0 – 4.6

600‟-0”

5.7 – 6.6

900‟-0”

100

4.5 – 5.2

200‟-0”

6.0 – 6.9

600‟-0”

7.3 – 8.4

900‟-0”

125

5.5 – 6.4

200‟-0”

7.3 - 8.4

400‟-0”

9.0 – 10.4

800‟-0”

150

6.6 – 7.6

200‟-0”

8.8 – 10.2

400‟-0”

10.8 – 12.5

800‟-0”

200

7.8 – 9.0

200‟-0”

10.3 – 11.9

400‟-0”

-

-

250

9.7 -11.12

200‟-0”

12.8 – 14.8

400‟-0”

-

-

………………….. END OF DIVISION TWENTY SEVEN …………………..


GAS CONNECTION WORKS

214

DIVISION 28 : GAS CONNECTION WORKS Item No.

Description of Item

Unit

Unit Rate

PART-A (LOW PRESSURE LINE)

28.1

Pipe line installation: Installation of 50 psi, APl, 5L, Grade-B, ERW Natural pipe line for supplying Titas Gas including, supplying, fitting, fixing and laying different sizes M.S. pipes with necessary tape and primer including cutting trenches (450 mm x 910 mm) in all kinds of soil, cleaning, cutting, applying coal-tar, wrapping the pipes and back filling the trenches, excavating earth including leveling, dressing and removing excess earth in all respect as per specification of Titas Gas T and D Co. Ltd. and accepted by the Engineerin-charge. [Rate is excluding the cost of welding and back filling with sand at the bottom by 300 mm in thickness (compacted)] (Pipes manufactured by National Tubes Limited under Steel & Engineeing Corporation, Ministry of Industries, Government of Bangladesh shall be given priority)

28.1.1

75 mm N.D (88.90 mm O.D) M.S pipe, weight of min 8.3 kg/m, standard test pressure 176 kg/ m2, wall thickness of min 11.29 mm

meter

Tk.

1,768.00

28.1.2

50 mm N.D. (60.30 mm O.D) M.S pipe, weight of min 5.44 kg/m, standard test pressure 176 kg/ m2, wall thickness of min 3.91 mm

meter

Tk.

1,198.00

28.1.3

25 mm N.D. (33.40 mm O.D) M.S pipe weight of min 2.50 kg/m, standard test pressure 50 kg/ m2, wall thickness of min 3.38 mm

meter

Tk.

682.00

28.1.4

20 mm N.D. (26.70 mm O.D) M.S pipe weight of min 1.68 kg/m, standard test pressure 50 kg/ m2, wall thickness of min 2.87 mm

meter

Tk.

522.00

28.2

Back filling the trenches with sand (F.M 0.8) in 150 mm layer, compaction of each layer up to finished level as per standard practice and accepted by the Engineer-in-charge.

cum

Tk.

683.00

28.3

Providing Butt welded joints with pipes to Tees, Elbows, Saddles, end caps etc above or below ground including. cutting and V-leveling in each end of the pipe, grinding by machine etc. complete as per specification of Titas Gas T and D C Ltd. and accepted by the Engineer-in-charge.

28.3.1

75 mm N.D (88.90 mm O.D)

each

Tk.

192.00

28.3.2

50 mm N.D (60.30 mm O.D)

each

Tk.

163.00

28.3.3

25.mm N.D (33.40 mm O.D)

each

Tk.

128.00

28.3.4

20 mm N.D (26.70 mm O.D)

each

Tk.

109.00

28.4

Supplying, fitting and fixing the following materials including carriage to the work site from Titas Gas Store as per specification of Titas Gas (T and D) Co. Ltd. and accepted by the Engineer-in-charge. (Rate is excluding the cost of welding)

28.4.1

50 mm x 50 mm x 50 mm (N.D) equal tee

each

Tk.

303.00

28.4.2

50 mm x 50 mm x 25 mm (N.D) reducing tee

each

Tk.

337.00

28.4.3

25 mm x 25 mm x 25 mm (N.D) equal tee

each

Tk.

208.00

28.4.4

50 mm x 90º elbow

each

Tk.

241.00



Item No.

Description of Item

Unit

215

Unit Rate

28.4.5

25 mm x 90º elbow

each

Tk.

88.00

28.4.6

50 mm x 25 mm 45º elbow

each

Tk.

116.00

28.4.7

50 mm x 25 mm reducer.

each

Tk.

126.00

28.4.8

20 mm plug, socket

each

Tk.

353.00

28.4.9

50mm X 20 mm saddle

each

Tk.

275.00

28.4.10

50 mm dia end cap

each

Tk.

103.00

28.4.11

25 mm dia end cap

each

Tk.

72.00

28.5

Supplying, welding, fitting and fixing of different size valve tee/ service tee to connect the pipe line with the Titas Gas Main pipe line etc. all complete in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer-incharge.

28.5.1

50 mm x 50 mm Valve Tee (50 mm and above 50 mm low pressure line)

each

Tk. 24,007.00

28.5.2

50 mm x 25 mm Valve Tee

each

Tk.

3,199.00

28.5.3

25 mm x 25 mm Service Tee

each

Tk.

4,262.00

28.5.4

50 mm x 25 mm Service Tee

each

Tk.

5,787.00

28.6

Supplying, fitting and fixing in position different dia I/F (Insulated Flange) etc. all complete in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer-in-charge. 50 mm N.D. (60.30 mm O.D) Insulation Flange.

each

Tk.

7,305.00

28.7

Construction of 1520 mm x 1520 mm x 1370 mm (depth) water-tight valve pit, enclosed by 250 mm thick brick wall in 1:6, plastered on each face in 1:4 with net cement finishing, having a 75 mm thick C.C (1:3:6) bed upon a layer of brick flat soling, over laid by 38 mm thick patent stone flooring including standard M.S. sheet valve pit cover as per drawing and specification of Titas Gas T and D Co. Ltd. etc. all complete in all respect and accepted by the Engineer-in-charge.

each

Tk. 74,053.00

28.8

Testing and purging the pipe lines properly as per specification of Titas Gas T and D Co. Ltd. and accepted by the Engineer.

meter

Tk.

28.9

Supplying, fitting and fixing of ball valve class 150 RF including supplying of 2 Nos. flange along with necessary nuts and bolts, welding the flange etc. all complete in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer-in-charge.

28.9.1

50 mm ball valve class 150 RF. 2" dia

each

Tk. 17,234.00

28.9.2

25 mm ball valve class 150 RF.1" dia

each

Tk. 12,233.00

28.10

Cutting of permanent pucca (rigid/flexible) road and mending good the damages etc. all complete in all respect and accepted by the Engineer-in-charge.

28.10.1

Bituminous Road

sqm

Tk.

28.00

756.00



Item No.

28.10.2

Description of Item

R.C.C. Road

Unit

216

Unit Rate

sqm

Tk.

1,131.00

Part - B (Domestic & Commercial line)

28.11

Installation of Domestic or Commercial House line for supplying Titas Gas including supplying, fitting and fixing in position different dia best quality G.I. Pipe (NT or equivalent) along with all necessary G.I. fitting and accessories, cutting trenches, walls and floors etc. and back filling the trenches, restoring walls and floors etc. all complete in all respect as per specification of Titas Gas T and D Co. Ltd. and accepted by the Engineer-in-charge.

28.11.1

20 mm N.D

meter

Tk.

246.00

28.11.2

12 mm N.D.

meter

Tk.

212.00

28.12

Supplying, fitting and fixing in position different dia one-way brass stop cock (best quality and heavy type) etc. complete in all respect as per specification of Titas Gas T and D Co. Ltd. approved and accepted by the Engineer-in-charge.

meter

28.12.1

12 mm x 6 mm N.D.

each

Tk.

268.00

28.12.2

20 mm x 20 mm N.D.

each

Tk.

428.00

28.13

Testing and purging of the house line properly as per specifications Titas Gas T and D Co. Ltd. and accepted by the Engineer-in-charge.

meter

Tk.

20.00

………………….. END OF DIVISION TWENTY EIGHT …………………..


TERMITE TREATMENT WORKS

217

DIVISION 29 : TERMITE TREATMENT WORKS Item No.

Description of Item

Unit

Unit Rate

29.1

Supplying anti-termite chemicals named DURS BAN 20 EC and mixing the same with pure water in required proportion (For DURSBAN 20 EC I Ltd. in 19 liters of pure water) and spraying the emulsified mixture @ 5 liters per square meter of soil surface by chemical sprayer or by any other means to the sides and bottom of the foundation trench and over plinth filling or floor bed accepted by the Engineer-in-charge.

sqm

Tk.

287.00

29.2

Extra cost for supplying anti termite chemicals named DURS BAN 20 EC and mixing the same with pure water as per specification in item No. 1 and using the same emulsified water as mixing water in cement-sand mortar of brick works in foundation and up to plinth and accepted by the Engineer-in-charge.

cum

Tk.

2,113.00

29.3

Supplying anti-termite chemicals named DURS BAN 20 EC and mixing the same with pure water as per specification in item No. 1 and spraying the emulsified mixture with hand sprayer over both outside and inside back fill in foundation trenches @ 7.50 liters per sqm of the vertical surface area of the foundation wall accepted by the Engineer-in-charge. (The maximum depth of the back fill to be treated is 500 mm. and the measurement for depth should not be given more than 500 mm)

sqm

Tk.

431.00

29.4

Anti-termite treatment in existing super structures by making downwardly slanting holes at a required depth of 9" from the existing finished F.L/G.L inside and outside the building and applying the emulsion of anti termite chemicals, named DURS BAN 20 EC into the holes preparing chemical solution mixing with water at the ratio of chemical: water = 1:19 maintaining a dosage rate of 250 ml per hole including supplying all materials and repairing the holes all complete and accepted by the Engineer-in-charge.

per hole

Tk.

51.00

29.5

Trench treatment for protection against incoming termites to the establishment through underground by making trench around existing building /structures at a required depth of 750 mm from existing level including supplying anti-termite chemicals named DURS BAN 20 EC preparing the solution to be mixed with water in the ratio of chemical: water = 1:19, applying the solution into trench with the help of a chemical sprayer in three layers and each layer follows a 250 mm thick back-fill in trench etc all complete and accepted by the Engineer-in-charge.

meter

Tk.

279.00

29.6

Fumigation treatment (Pest Control) against mosquitoes, flies, bees, cockroaches, spiders, silver fishes, lizards and other common pests and insects in wooden walls, bricks walls, floors, doors and windows, furniture fanlight, carpets, records, curtains, electrical conduits etc. with the application of fumigants such as Syngeata or NEOCIDOL-60 EC or similar chemically equivalent govt. registered pest control products preparing chemical solution mixing with water in the ratio of chemical: water = 1:100, applying with the help of electrically/mechanically operated jet fogging machine, swing fog, dyna fog, pneumatic hand sprayer, knap sac hand sprayer in air-tight position, after fumigation the surface will be kept remain at air-tight condition at least for 3 (three) hours etc. complete and accepted by the Engineer-in-charge.(Volume of the room will be considered towards measurement.)

cum

Tk.

32.00

29.7

Anti termite treatment of all wooden doorframes, window frames, wood paneling etc. by using DURS BAN 20 EC emulsion in the ratio of 1 liter. DURS BAN 20 EC + 19 liters of Kerosene oil suitable for wood, plywood, particle board, hard board etc. on both surfaces by brush on both surfaces by brush-on-method etc. complete and accepted by the Engineer-in-charge.

sqm

Tk.

175.00


TERMITE TREATMENT WORKS

Item No.

218

Description of Item

Unit

29.8

Anti-termite treatment of electric telephone wiring system by inserting a plugging materials (cotton, foam etc.) soaked in anti-termite chemical DURS BAN 20 EC to an electric switch board point for all floors and spraying the emulsion (to be mixed at the ratio of 1 liters DURS BAN 20 EC + 19 liter of water) to the casings and grooving of electric wirings, telephone cables utility pipes etc. for all floors etc. complete and accepted by the Engineer-in-charge.

per board

Tk.

328.00

29.9

Destruction of termite nest around an infested building, tree stumps in lawn with the treatment of DURS BAN 20 EC by excavation of soil in affected area up to a depth of 1.5 meter, mixing the DURS BAN 20 EC solution to be mixed with water in 1:19 ratio with the soil and laying the same in same place etc. all complete as per direction including. cost of all materials and chemicals etc. complete and accepted by the Engineer-in-charge.

each nest

Tk.

2,043.00

………………….. END OF DIVISION TWENTY NINE …………………

Unit Rate

CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK


219

DIVISION 30 : CONCRETE HOLLOW BLOCK, FACINGS AND PAVING STONE, NON FIRE BLOCK Item No.

Description of Item

Unit

Unit Rate

30.1

70 mm thick partition wall excluding plaster thickness with concrete hollow block having compressive strength of 4.14~5 N/mm2, size 390 mm x 70 mm x 190 mm, in compliance with ASTM C129, fairly uniform thickness and texture and individual block shell thickness should not be less than 16 mm, water absorption not more than 7%, laying with 8-10 mm thick mortar (with admixture) of cement, lime and sand in a ratio of 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer-in-charge.

30.1.1

Ground floor

sqm

Tk.

699.00

30.1.2


sqm

Tk.

31.00

30.1.3


sqm

Tk.

42.00

30.1.4


sqm

Tk.

52.00

30.2

70 mm thick partition wall excluding plaster thickness with concrete hollow block having compressive strength of 4.14~5 N/mm2, size 390 mm x 70 mm x 190 mm, in compliance with ASTM C129, thickness of individual Block shell should not be less than 16 mm, water absorption not more then 7 % lying with 8 to 10 mm thick mortar (with admixture) of cement and sand in a ratio of 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute/brush in wet, followed by impervious/wet covering for another 4 (four) days etc all complete and accepted by the Engineer-in-charge.

30.2.1

Ground floor

sqm

Tk.

677.00

30.2.2


sqm

Tk.

31.00

30.2.3


sqm

Tk.

42.00

30.2.4


sqm

Tk.

52.00

30.3

90 mm thick partition wall with concrete hollow block having strength of 4.14~5 N/mm2, size 390 mm x 90 mm x 190 mm, in compliance with ASTM C129, thickness of individual block shell should not be less than 16 mm, water absorption not more then 7%, lying with specified mortar (with admixture) of cement, lime and sand in a ratio of 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc all complete and accepted by the Engineer-in-charge.

30.3.1

Ground floor

sqm

Tk.

887.00

30.3.2


sqm

Tk.

31.00

30.3.3


sqm

Tk.

42.00


Item No.


Description of Item

30.3.4


30.4

90 mm thick partition wall with concrete hollow block having compressive strength of 4.14~5 N/mm2, size 390 mm x 90 mm x 190 mm, in compliance with ASTM C129, thickness of individual block shell should not be less than 16 mm, water absorption not more than 7%, lying with specified mortar (with admixture) of cement, and sand in a ratio of 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc. all complete and accepted by the Engineer-in-charge

30.4.1

Unit

220

Unit Rate

sqm

Tk.

52.00

Ground floor

sqm

Tk.

1,121.00

30.4.2


sqm

Tk.

31.00

30.4.3


sqm

Tk.

42.00

30.4.4


sqm

Tk.

52.00

30.5

140 mm thick non load bearing wall with concrete hollow block having compressive strength of 13~18 N/mm2, size 390 mm x 140 mm x 190 mm, in compliance with ASTM C90, thickness of individual block shell should not be less then 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement, lime and sand in a ratio of 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer-in-charge.

30.5.1

Ground floor

sqm

Tk.

1,291.00

30.5.2


sqm

Tk.

42.00

30.5.3


sqm

Tk.

52.00

30.5.4


sqm

Tk.

62.00

30.6

140 mm thick partition wall with concrete hollow block having compressive strength of 4.14~5 N/mm2, size 390 mm x 140 mm x 190 mm, in compliance with ASTM C129, thickness of individual Block shell should not be less than 16 mm, water absorption not more than 7%, laying with specified mortar (with admixture) of cement and sand in a ratio of 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days curing etc all complete and accepted by the Engineer-in-charge.

30.6.1

Ground floor

sqm

Tk.

1,261.00

30.6.2


sqm

Tk.

42.00

30.6.3


sqm

Tk.

52.00

30.6.4


sqm

Tk.

62.00


Item No.


Description of Item

Unit

221

Unit Rate

30.7

140 mm thick load bearing wall with concrete hollow block having compressive strength of 13~18 N/mm2, size 390 mm x 140 mm x 190 mm compliance with ASTM C90, thickness of individual Block shell should not be less then 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement, lime and sand in a ratio of 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer-in-charge.

30.7.1

Ground floor

sqm

Tk.

1,337.00

30.7.2


sqm

Tk.

42.00

30.7.3


sqm

Tk.

52.00

30.7.4


sqm

Tk.

62.00

30.8

140 mm thick load bearing wall with concrete hollow block having compressive strength of 13~18 N/mm2, size 390 mm x140 mm x 190 mm, in compliance with ASTM C90, thickness of individual block shell should not be less than 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement and sand in a ratio of 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of grouting and reinforcement)

30.8.1

Ground floor

sqm

Tk.

1,307.00

30.8.2


sqm

Tk.

42.00

30.8.3


sqm

Tk.

52.00

30.8.4


sqm

Tk.

62.00

30.9

190 mm thick load bearing wall with concrete hollow block having compressive strength of 4.14~5 N/mm2, size 390 mm x 190 mm x 190 mm, in compliance with ASTM C90, thickness of individual block shell should not be less than 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement, lime and sand in a ratio of 1:1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of grouting and reinforcement)

30.9.1

Ground floor

sqm

Tk.

1,410.00

30.9.2


sqm

Tk.

52.00

30.9.3


sqm

Tk.

62.00

30.9.4


sqm

Tk.

73.00


Item No.


Description of Item

Unit

222

Unit Rate

30.10

190 mm thick load bearing wall with concrete hollow block having compressive strength of 13~18 N/mm2, size 390 mm x 190 mm x 190 mm, in compliance with ASTM C90, thickness of individual block shell should not be less than 25 mm, water absorption not more than 7%, laying with mortar (with admixture) of cement and sand in a ratio of 1:6 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc all complete and accepted by the Engineer-in-charge. (Rate is excluding cost of grouting and reinforcement)

30.10.1

Ground floor

sqm

Tk.

1,381.00

30.10.2


sqm

Tk.

52.00

30.10.3


sqm

Tk.

62.00

30.10.4


sqm

Tk.

73.00

30.11

100 mm thick partition wall with sand cement hollow block wall (SCHB) having compressive strength of 4.14~5 N/mm2, size 400 mm x 200 mm x 100 mm, in compliance with ASTM C129, thickness of individual Block shell should not be less than 20 mm, water absorption not more than 7%, lying with specified mortar (with admixture) of cement, and sand in a ratio of 1:6 (sand not less than F.M = 1.2), filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 14 days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 7 days including cost of water, electricity and other charges etc. in all complete accepted by the Engineer-in-charge.

30.11.1

Ground Floor

sqm

Tk.

736.00

30.11.2


sqm

Tk.

25.00

30.11.3

Add for each additional floor up to 6th floor to 9th floor

sqm

Tk.

37.00

30.11.4


sqm

Tk.

45.00

30.12

Supplying, carrying and placing of 600 mm x 200 mm x 150 mm concrete ceiling block on properly leveled shutter accepted by the Engineer-in-charge.

30.12.1

Ground floor

each

Tk.

104.00

30.12.2


each

Tk.

4.00

30.12.3


each

Tk.

5.00

30.12.4


each

Tk.

6.00

30.13

Supplying, carrying and placing of 600 mm x 200 mm x 200 mm concrete ceiling block on properly leveled shutter accepted by the Engineer-in-charge.

30.13.1

Ground floor

each

Tk.

140.00

30.13.2


each

Tk.

5.00

30.13.3


each

Tk.

9.00


Item No.


Description of Item

30.13.4


30.14

Minimum 10 mm thick cement plaster in cement : sand =1:5 in outer surface of external wall with specified external plaster mix applied in two coats (first coat 6/7 mm and second coat 4/3 mm), finishing the corner and edge including washing of sand, cleaning the surface, scaffolding and curing for minimun 3 (three) days on mortar joints by jute/brush in wet, followed by impervious/wet covering for another 4 (four) days etc. all complete etc. all complete and accepted by the Engineer-in-charge. (Rate is excluding the cost of grouting and reinforcement)

30.14.1

Unit

223

Unit Rate

each

Tk.

10.00

Ground floor

sqm

Tk.

246.00

30.14.2


sqm

Tk.

14.00

30.14.3


sqm

Tk.

21.00

30.14.4


sqm

Tk.

28.00

30.15.1

Supplying and placing of approx. 60 mm thick grey uni-block paving for walk way having compressive strength of 15 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer-incharge.

sqm

Tk.

1,074.00

30.15.2

Supplying and placing of approx. 60 mm thick coloured uni-block for paving walk way having compressive strength of 15 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer-incharge.

sqm

Tk.

1,276.00

30.16.1

Supplying and placing of 60 mm thick grey uni-block for paving foot-path, major walk way, car porch having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer-in-charge.

sqm

Tk.

1,226.00

30.16.2

Supplying and placing of 60 mm thick coloured uni-block for paving foot-path, major walk way, car porch having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer-in-charge.

sqm

Tk.

1,377.00

30.17.1

Supplying and placing of 80 mm grey uni-block for paving heavy trafic areas, roads rounds abuts, industrial yards etc having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer-in-charge.

sqm

Tk.

1,478.00

30.17.2

Supplying and placing of 80 mm thick coloured uni-block for paving heavy trafic areas, road, industrial yard etc having compressive strength of 49 N/mm2 on compacted sand bed of 50 mm on stabilized soil base, and filling all interstices with sand, cleaning etc. accepted by the Engineer-in-charge.

sqm

Tk.

1,780.00

30.18.1

Supplying and placing of grey 200 mm x 100 mm x 60 mm rectangular block having compressive strength of 15 N/mm2 on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. accepted by the Engineer-in-charge.

sqm

Tk.

1,258.00

30.18.2

Supplying and placing of coloured 200 mm x 100 mm x 60 mm rectangular block having compressive strength of 15 N/mm2 on 50 mm thick compacted sand bed, and filling all interstices with sand, cleaning etc. accepted by the Engineer-in-charge.

sqm

Tk.

1,443.00


Item No.


Description of Item

Unit

224

Unit Rate

30.19.1

Supplying and placing of grey engraved cement concrete tiles (250 mm x 250 mm in size) having minimum thickness of 24 mm over 12 mm sand cement mortar (4:1) each at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including raking out joints and cutting the tiles to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, curing for minimun 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.

30.19.1.1

Ground floor

sqm

Tk.

1,084.00

30.19.1.2


sqm

Tk.

42.00

30.19.1.3


sqm

Tk.

52.00

30.19.1.4


sqm

Tk.

62.00

30.19.2

Supplying and placing of coloured engraved cement concrete tiles (250 mm x 250 mm in size) having minimum thickness of 24 mm over 12 mm sand cement mortar (4:1) each at a distance of 6 mm apart and filling the joints with cement sand mortar (1:4) including raking out joints and cutting the tiles to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, curing for min 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.

30.19.2.1

Ground floor

sqm

Tk.

1,217.00

30.19.2.2


sqm

Tk.

42.00

30.19.2.3


sqm

Tk.

52.00

30.19.2.4


sqm

Tk.

62.00

30.20.1

225 mm thick wall with 215 mm x 100 mm x 65 mm concrete solid block having minimum compressive strength of 21 N/mm2 with 6 mm thick cement sand mortar in 1:6 in superstructure including racking out the joints, filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joint by jute/ brush in wet followed by impervious covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.

30.20.1.1

Ground floor

sqm

Tk.

2,700.00

30.20.1.2


sqm

Tk.

42.00

30.20.1.3


sqm

Tk.

52.00

30.20.1.4


sqm

Tk.

62.00

30.20.2

112 mm thick wall with 215 mm x 100 mm x 65 mm concrete solid block having minimum compressive strength of 21 N/mm2 with 6 mm thick cement sand mortar in 1:6 in superstructure including racking out the joints, filling the interstices with mortar and making bond with connecting walls including necessary scaffolding and curing for minimun 3 (three) days on mortar joint by jute/ brush in wet followed by impervious covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.

30.20.2.1

Ground floor

sqm

Tk.

1,385.00


Item No.


Description of Item

Unit

225

Unit Rate

30.20.2.2


sqm

Tk.

42.00

30.20.2.3


sqm

Tk.

52.00

30.20.2.4


sqm

Tk.

62.00

30.21

115 mm thick partition wall with sand-cement solid block wall (SCSB) having compressive strength of 4.0 –5.0 N/mm2 and of size 250 mm x 115 mm x 115 mm, in cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out, joints, cleaning, at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge.

30.21.1

Ground floor

sqm

Tk.

658.00

30.21.2


sqm

Tk.

32.00

30.21.3


sqm

Tk.

40.00

30.21.4


sqm

Tk.

50.00

30.22

115 mm thick partition wall with thermal block having compressive strength 4.0 –5.0 N/mm2 and of size 300 mm x 115 mm x 115 mm, in compliance with ASTM C129 fairly uniform thickness and texture and each side of thermal block not be less than 12mm (1 part cement with 2 parts and having F.M.>2.0) thick, water absorption not more than 7%, laying with 8-10mm thick mortar of cement and sand in ratio 1:4 (sand not less than 1.2 F.M), filling the interstices with mortar and making bond with connecting walls including scaffolding and curing for minimum 3 (three) days on mortar joints by jute/brush, followed by impervious/wet covering for another 4 (four) days including cost of water, electricity and other charges all complete and accepted by the Engineer-in-charge.

30.22.1

Ground floor

sqm

Tk.

993.00

30.22.2


sqm

Tk.

18.00

30.22.3


sqm

Tk.

24.00

30.22.4


sqm

Tk.

28.00

30.23

100 mm thick partition wall with compressed stabilized earth block wall (CSEB) having compressive strength of 4.14~5 N/mm2 and of size 240 mm x 115 mm x 70 mm, in cement sand (F.M. 1.2) mortar (1:4) and making bond with connected walls including necessary scaffolding, raking out, joints, cleaning, at least 24 hours before use and washing of sand curing at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-in-charge.

30.23.1

Ground Floor

sqm

Tk.

756.00

30.23.2


sqm

Tk.

30.00

30.23.3


sqm

Tk.

39.00

30.23.4


sqm

Tk.

50.00


Item No.


226

Description of Item

Unit

Unit Rate

30.24

100 mm thick soil-cement stabilization bed for sub-grade preparation of ground floor etc. with minimum cement content relates to mix ratio 1:6 having minimum compressive strength of 3.0 N/mm2 and cement conforming to BDS EN-197-1-CEM-1, best quality fine sand (F.M. = 0.5), placing, compacting at least for 7 days in all floors including cost of water, electricity and other charges etc. all complete and accepted by the Engineer-incharge.

sqm

Tk.

444.00

30.25

One layer of sand cement solid block 250 mm x 115 mm x 70 mm Soling in floor/foundation including preparation of bed and filling the interstices with fine sand (F.M. = 0.5), leveling etc. all complete and accepted by the Engineer-in-charge.

sqm

Tk.

410.00

30.26.1

38 mm thick grey cladding work in facing on superstructure with 200 mm x 90 mm x 38 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.

30.26.1.1

Ground floor

sqm

Tk.

1,474.00

30.26.1.2


sqm

Tk.

42.00

30.26.1.3


sqm

Tk.

52.00

30.26.1.4


sqm

Tk.

62.00

30.26.2

38 mm thick coloured cladding work in facing on superstructure with 200 mm x 92 mm x 38 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.

30.26.2.1

Ground floor

sqm

Tk.

1,599.00

30.26.2.2


sqm

Tk.

42.00

30.26.2.3


sqm

Tk.

52.00

30.26.2.4


sqm

Tk.

62.00

30.26.3

50 mm thick grey cladding work in facing on superstructure with 400 mm x 100 mm x 50 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.

30.26.3.1

Ground floor

sqm

Tk.

1,121.00

30.26.3.2


sqm

Tk.

42.00

30.26.3.3


sqm

Tk.

52.00


Item No.


Description of Item

30.26.3.4


30.26.4

50 mm thick coloured cladding work in facing on superstructure with 400 mm x 100 mm x 50 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge.

30.26.4.1

Unit

227

Unit Rate

sqm

Tk.

62.00

Ground floor

sqm

Tk.

1,259.00

30.26.4.2


sqm

Tk.

42.00

30.26.4.3

Add for each additional addl floor for 6th floor to 9th floor

sqm

Tk.

52.00

30.26.4.4


sqm

Tk.

62.00

30.26.5

15 mm thick grey/coloured cladding work in facing on superstructure with 420 mm x 330 mm x 15 mm size concrete clad pested with 20 mm thick cement mortar (1:4) to be placed at 6 mm apart, filling the interstices with same mortar, raking out joints and cutting the clad to required sizes wherever necessary with high class recessed pointing, cleaning and washing of sand, necessary scaffolding, curing for minimum 3 (three) days on mortar joints by jute /brush in wet, followed by impervious /wet covering for another 4 (four) days etc. all complete and accepted by the Engineer-in-charge

30.26.5.1

Ground floor

sqm

Tk.

805.00

30.26.5.2


sqm

Tk.

42.00

30.26.5.3


sqm

Tk.

52.00

30.26.5.4


sqm

Tk.

62.00

30.27.1

Supplying, carrying, placing, providing 418 mm x 330 mm x 17 mm size of red colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof members of truss accepted by the Engineer-in-charge.

sqm

Tk.

206.00

30.27.2

Supplying, carrying, placing, providing 418 mm x 330 mm x 17 mm size of oriental colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof members of truss accepted by the Engineer-in-charge.

sqm

Tk.

74.00

30.27.3

Supplying, carrying, placing, providing 418 mm x 330 mm x 17 mm size of antique red colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof members of truss accepted by the Engineer-in-charge.

sqm

Tk.

80.00

30.27.4

Supplying, carrying, placing, providing 418 mm x 330 mm x 17 mm size of green colour concrete roof tiles on pre-fixed and pre-fabricated truss and fixing each tile to the roof members of truss accepted by the Engineer-in-charge.

sqm

Tk.

85.00

30.28

Supplying, carrying, placing, providing of concrete Kerb stone size 600 mm x 300 mm x 100 mm approved and accepted by the Engineer-in-charge.

sqm

Tk.

238.00

………………….. END OF DIVISION THIRTY …………………..


SUB-SOIL INVESTIGATION WORKS

228

DIVISION 31 : SUB-SOIL INVESTIGATION WORKS Item No.

Description of Item

Unit

Unit Rate

31.1

Mobilization and demobilization of boring equipment and man-power: at site (drilling rig comprising drilling pipe, drop hammer, tripod, pulley, chain, wrange, sample collection devices etc tools and plants; tripol for temporary camp, necessary work-force etc) (Once for one site)

per site

Tk. 11,693.00

31.2

Sub-soil investigation by 100 mm dia wash boring and / or by CPT, DCP etc . including collecting disturbed and undisturbed soil samples in numbers as required for classification of soil, conducting SPT, stratification of layers, analysing physical parameters of soils like Atterberg limits, specific gravity, gain size distribution(by wet seive, hydrometer if required) ,ground water table location, direct shear test, unconfined compression test, unit weight(dry/weight), natural moisture content ; c - ф values and other strength parameters to ascertain bearing capacity , skin friction, end bearings etc at every 1.5m interval as per respective national/international standards and entering all these data & information in necessary tables & graphs and finally furnishing them in the form of standard sub-soil investigation report duly signed by competent engineer & exploratory office.

31.2.1

Bore hole depth from 0 to 20 m

per bore hole

Tk.

26,528.00

31.2.2

Additional charge for bore hole depth above 20.0 m and upto 30.0 m

meter

Tk.

389.00

31.2.3


meter

Tk.

424.00

31.2.4


meter

Tk.

448.00

31.3

Sub-soil investigation by 100 mm dia wash boring and/ or by CPT, DCP etc.including collecting disturbed and undisturbed soil samples in numbers as required for classification of soil, conducting SPT, stratification of layers, and entering all these data & information in necessary tables & graphs, furnishing them in the form of standard sub-soil investigation report duly signed by competent engineer & exploratory office.(Only after written advice from concerned design division/circle)

31.3.1

Bore hole depth from 0 to 20m

per bore hole

Tk.

7,644.00

31.3.2


meter

Tk.

216.00

31.3.3


meter

Tk.

239.00

31.3.4


meter

Tk.

255.00

31.4

Extra cost per bore hole, if the same is under water by more than 1.5 m in depth

per bore hole

Tk.

5,089.00

31.5

Carrying out different tests on soil samples in BUET laboratory collected from the sub-soil investigation site accepted by the Engineer-in-Charge. (Only after written advice from concern design division/circle)

31.5.1

Void ratio

per set of test

Tk. 3,600.00



Item No.

Description of Item

229

Unit

Unit Rate

31.5.2

Organic matter content

per set of test

Tk. 3,300.00

31.5.3

Permeability for cohesive soil

per set of test

Tk.

31.5.4

Permeability non-cohesive soil

per set of test

Tk. 9,500.00

31.5.5

Consolidation test for cohesive soil

per set of test

Tk.

31.5.6

Triaxial shear Test

31.5.6.1

Consolidated undrained triaxial test with pore pressure for cohesive and non co-hesive soil

per set of test

Tk. 52,000.00

31.5.6.2

Consolidated undrained triaxial test without pore pressure for cohesive soil

per set of test

Tk. 46,000.00

31.5.6.3

Consolidated drained triaxial test

per set of test

Tk. 52,000.00

31.5.6.4

Unconsolidated undrained triaxial test without pore pressure

per set of test

Tk. 24,000.00

31.5.7

One dimensional swelling / settlement potential of cohesive soil.

per set of test

Tk. 10,000.00

31.5.8

Modified proctor compaction test

per set of test

Tk. 1,6500.00

31.6

Conducting plate load test as per ASTM D1194 or equivalent standard providing required arrangement of three circular steel plates with minimum thickness of 25 mm and varying in diameter from 305 mm to 762 mm respectively or square steel bearing plates of equivalent area for minimum 50 tons loading capacity of hydraulic or mechanical jack assembly and applying load in 2 cycles with maintainging time interval of each loading increment of not less than 15 minutes. Continue each test until a peak load is reached or until the ratio of load increment to settlement increment reaches a minimum, steady magnitude. If sufficient load is available, continue the test until the total settlement reaches at least 10 percent of the plate diameter, unless a well defined failure load is observed and all other required materials, excavation, protection against collapse, preparation of test pit, calibration of hydrauic jacks with pressure guage (with an error not exceeding ± 2 % of the load increment used ) & dial gauges (an accuracy of at least 0.25 mm.) including plants and equipment, platform for loading & unloading, mobilization, demobilization, hire charge of load testing equipment (joist, jacks and other necessary devices), gunny bags, filling with sand & stiching gunny bags, execution of tests by engineer, data acquisition and preparation of test results in standard forms and other incidental charges as per standard practice and procedures including submission of plate load test report, furnishing all graphs and charts etc. all complete and accepted by the Engineer-in-charge. At least 03 no of tests must be conducted at one site. (Only after written advice from concern design division/circle)

per test

Tk.

24,000.00

22,000.00

90,592.00



Item No.

230

Description of Item

Unit

31.6.1

Per test rate for conducting additional plate load test at the same site after first 03(Three) tests.

per test

Tk.

20,543.00

31.6.2

Additional charge per km (beyond 25 Km) outside Dhaka city (two ways)/any city for mobilization & demobilization

per km

Tk.

192.00

………………….. END OF DIVISION THIRTY ONE…………………..

Unit Rate


REPAIR WORKS

231

DIVISION 32: REPAIR WORKS Item No.

Description of items

Unit

Unit rate

32.1

Stripping of unserviceable plaster including racking out joints, cleaning etc.

sqm

Tk.

25.00

32.2.1

Picking-up of unserviceable patent stone from floor and dado etc. and removal of debris to a safe distance.

sqm

Tk.

39.00

32.2.2

Picking-up of unserviceable tiles including bonding mortar from floor, walls and dado etc. and removal of debris to a safe distance.

sqm

Tk.

51.00

32.3

Picking up of damaged/unserviceable terraced (lime concrete) floor or roof etc. and removal of debris to a safe distance.

sqm

Tk.

53.00

32.4

Dismantling of unserviceable/damaged terraced roof including beam, column, borga & tiles etc. and removal of debris to a safe distance.

sqm

Tk.

138.00

32.5.1.1

Dismantling of unserviceable/damaged brick works (with cement or lime mortar) of thickness 250 mm in foundation and superstructure and removal of debris to a safe distance.

cum

Tk.

434.00

32.5.1.2

Dismantling of unserviceable/damaged brick works (with cement or lime mortar) of thickness 75/125 mm in foundation and superstructure and removal of debris to a safe distance.

sqm

Tk.

53.00

32.5.2

Dismantling of plain concrete made of lime or cement and removal of debris to a safe distance.

cum

Tk.

1,325.00

32.5.3

Dismantling of brick flat soling and removal of debris to a safe distance and removal of debris to a safe distance.

sqm

Tk.

15.00

32.5.4

Dismantling of H.B.B. Brick soling and removal of debris to a safe distance and removal of debris to a safe distance.

sqm

Tk.

21.00

32.6.1.1

Dismantling of R.C.C. beam, lintel, column, drop wall, sun shade from any height removal of debris to a safe distance.

and

cum

Tk.

3,347.00

32.6.1.2

Dismantling of R.C.C. Railing of any kind, jally brickwork, and hollow block wall from any height and removal of debris to a safe distance.

sqm

Tk.

183.00

32.6.2

Dismantling of R.C.C. in roof slab and removal of debris to a safe distance.

cum

Tk.

2,790.00

32.6.3

Recovery of reinforcing bars and metals during dismantling of RCC including cleaning, making bundle, stacking or storing as per direction of engineer in charge and removal of debris to a safe distance.

quintal

Tk.

442.00

32.6.4

Recovery of bricks during dismantling of brick works including cleaning, stacking or storing etc. all complete as per direction of engineer in charge and removal of debris to a safe distance.

% 0 nos

Tk.

1,275.00

32.6.5

Recovery of bricks during dismantling of soling including cleaning, stacking or storing all complete as per direction of engineer in charge and removal of debris to a safe distance.

% 0 nos

Tk.

811.00


REPAIR WORKS

Item No.

232


Unit

Unit rate

32.6.6

Recovery of brick bats during dismantling of soling, brick works, HBB etc. including cleaning, stacking or storing as per direction of engineer in charge and removal of debris to a safe distance.

cum

Tk.

213.00

32.7

Repairs to minor/fine (non-structural affecting aesthetic) cracks in brick walls, floor and roof etc.

meter

Tk.

34.00

32.8.1

Cutting and polishing of old mosaic on wall with pumice stone etc.

sqm

Tk.

87.00

32.8.2

Cutting and polishing of old mosaic on floor with pumice stone and mosaic cutting machine etc.

sqm

Tk.

79.00

32.8.3

Cleaning and washing the mosaic floor etc.

sqm

Tk.

17.00

32.8.4

Cleaning and refilling of wornout joints between glazed tiles, marble etc. in floor or walls.

sqm

Tk.

64.00

32.9

Repairing of terraced roof cracks by cutting in 'traphozoided' shape

meter

Tk.

452.00

32.10

Taking out and relaying of old brick soling including replacement of 10% brick

sqm

Tk.

106.00

32.11

Taking out and relaying of brick soling after redressing the surfaces

sqm

Tk.

68.00

32.12.1

Taking out of old brick on edge pavement and resetting (Herring bone bond) including replacement of 10% brick

sqm

Tk.

170.00

32.12.2

Taking out of old brick on edge pavement and restting Herring bone bond and redressing the surface

sqm

Tk.

96.00

32.13

Taking out of old roof tiles and ridges

sqm

Tk.

59.00

32.14

Supplying and fitting-fixing of wind tie with M.S. Flat bar clamp

meter

Tk.

459.00

32.15

Supplying and fitting-fixing of J-hook including nuts, washers

each

Tk.

40.00

32.16

Supplying and fitting-fixing of M.S. U-hook including nuts, washers

each

Tk.

60.00

32.17

Taking out of old & unserviceable wooden chowkat /door or window frame

each

Tk.

274.00

32.18

Taking out of old wooden chowkat/door or window frame and refitting and refixing after minor repair (excluding the cost of wood and M.S. clamp)

each

Tk.

857.00

32.19

Taking out and refitting of wooden shutter after easing excluding the cost of wood

sqm

Tk.

408.00

32.20.1

Thorough repairs to wooden door and window Pannel shutter excluding the cost of wood

sqm

Tk.

669.00

32.20.2

Thorough repairs to wooden door and window Batten shutter excluding the cost of wood

sqm

Tk.

620.00

32.20.3

Thorough repairs to wooden door and window Venetian shutter excluding the cost of wood

sqm

Tk.

602.00

32.20.4

Thorough repairs to wooden door and window Glazed shutter excluding the cost of glass & wood

sqm

32.21.1

Renewing of 3 mm glass panes in wooden frame including supply of glass

sqm

Tk.

869.00

32.21.2

Renewing of 3 mm glass panes in steel frame including supply of glass

sqm

Tk.

989.00

Tk.

535.00


REPAIR WORKS

Item No.


Unit

233

Unit rate

32.22

Renewing of 5 mm glass panes including supply of glass

sqm

Tk.

1,101.00

32.23

Cleaning and washing of glass panes including supply of necessary fresh putty, pins etc.

per pane

Tk.

3.00

32.24.1

Replacing / renewing of fly proof wire net (with all new materials) the excluding cost of wood

sqm

Tk.

659.00

32.24.2

Replacing / renewing of synthetic fly proof net (with all new materials) the excluding cost of wood

sqm

Tk.

713.00

32.25

Renewing of fly proof wire netting (with old and new materials) the excluding cost of wood

sqm

Tk.

630.00

32.26

Renewing of 12 x 12 mm mesh wire netting the excluding cost of wood

sqm

Tk.

540.00

32.27

Taking out of hard board ceiling, walling

sqm

Tk.

18.00

32.28

Renewing of hard board ceiling or walling excluding cost of wood

sqm

Tk.

576.00

32.29

Replacing of wooden cleat, making, finishing and fixing with chowkat by means of 40 mm hinge

each

Tk.

75.00

32.30

Replacing of cleat with brass hinge

each

Tk.

79.00

32.31

Replacing of wooden buffer block

each

Tk.

55.00

32.32

Replacig of wooden catcher block

each

Tk.

81.00

32.33.1

Replacing of 75 mm long galvanized iron catch hook

each

Tk.

14.00

32.33.2


each

Tk.

16.00

32.33.3


each

Tk.

19.00

32.33.4


each

Tk.

21.00

32.33.5


each

Tk.

27.00

32.34

Replacing of iron socket bolt : 50 mm dia, 100 mm long

each

Tk.

26.00

32.35.1

Replacing of iron socket bolt : 50 mm dia, 100 mm long (SS)

each

Tk.

58.00

32.35.2


each

Tk.

31.00

32.35.3

Replacing of iron socket bolt : 50 mm dia, 150 mm long(SS)

each

Tk.

84.00

32.35.4


each

Tk.

45.00

32.35.5

Replacing of iron socket bolt : 50 mm dia, 200 mm long(SS)

each

Tk.

106.00

32.36.1

Replacing of brass socket bolt: 50 mm dia, 150 mm long

each

Tk.

153.00

32.36.2

Replacing of brass socket bolt : 50 mm dia, 200 mm long

each

Tk.

192.00

32.36.3

Replacing of brass socket bolt : 50 mm dia, 250 mm long

each

Tk.

246.00


REPAIR WORKS

Item No.


Unit

234

Unit rate

32.37.1

Replacing of 75 mm long iron hinge

each

Tk.

46.00

32.37.2

Replacing of 100 mm long iron hinge

each

Tk.

78.00

32.38.1

Replacing of 75 mm long brass hinge

each

Tk.

153.00

32.38.2

Replacing of 100 mm long brass hinge

each

Tk.

204.00

32.39.1

Replacing of 50 mm dia iron ring

each

Tk.

29.00

32.39.2

Replacing of 75 mm dia brass ring

each

Tk.

60.00

32.40.1

Supplying, fitting and fixing of 25 x 25 mm expanded mesh metal net of wooden or steel frame (excluding the cost of wood or steel sections and painting)

sqm

Tk.

917.00

32.40.2

Supplying, fitting and fixing of 25 x 25 mm expanded mesh metal net in F.I. Bar frame ( including the cost of F.I. Bar)

sqm

Tk.

1,687.00

32.41.1

Renewing of white washing: 1 coat

sqm

Tk.

12.00

32.41.2

Renewing of white washing: 2 coats

sqm

Tk.

18.00

32.42.1

Renewing of colour washing with yellow ochre: 1 coat

sqm

Tk.

19.00

32.42.2

Renewing of colour washing with yellow ochre: 2 coats

sqm

Tk.

21.00

32.43.1

Renewing of Exterior standard acrylic emulsion paint of approved brand and quality

sqm

Tk.

132.00

32.43.2

Renewing of Exterior premium acrylic emulsion paint of approved brand and quality

sqm

Tk.

146.00

32.44.1

Renewing of standard synthetic enamel paint to door-windows frame and shutter:1coats

sqm

Tk.

96.00

32.44.2

Renewing of premium synthetic enamel paint to door-windows frame and shutter: 1coats

sqm

Tk.

100.00

32.45.1

Renewing of standard synthetic enamel paint to door-windows frame and shutter: 2 coat

sqm

Tk.

148.00

32.45.2

Renewing of premium synthetic enamel paint to door-windows frame and shutter: 2coat

sqm

Tk.

154.00

32.46.1

Renewing of synthetic polyvinyl distemper : 1 coats

sqm

Tk.

82.00

32.46.2

Renewing of synthetic polyvinyl distemper : 2 coat

sqm

Tk.

115.00

32.47.1

Renewing of Interior standard acrylic emulsion paint (Plastic) to walls and ceiling: 1 coat

sqm

Tk.

92.00

32.47.2

Renewing of Interior Premium acrylic emulsion painting (silky finish)to walls and ceiling: 1 coat

sqm

Tk.

108.00

32.47.3

Renewing of Interior super premium acrylic emulsion painting (odorless) to walls and ceiling: 1 coat

sqm

Tk.

117.00

32.48.1

Renewing of Interior standard acrylic emulsion paint (Plastic) to walls and ceiling: 2 coat

sqm

32.48.2

Renewing of Interior Premium acrylic emulsion painting (silky finish)to walls and ceiling: 2 coat

sqm

Tk. Tk.

130.00 152.00


REPAIR WORKS

Item No.

235


Unit

Unit rate

32.48.3

Renewing of Interior super premium acrylic emulsion painting (odorless) to walls and ceiling 2 coat

sqm

32.49

Washing of painted wall surface with suitable soap or any other detergent

sqm

Tk.

30.00

32.50.1

Renewing of chlorinated rubber paint: 1 coats

sqm

Tk.

166.00

32.50.2

Renewing of chlorinated rubber paint: 2 coat

sqm

Tk.

221.00

32.51.1

Renewing of french polishing: 1 coats

sqm

Tk.

117.00

32.51.2

Renewing of french polishing: 2 coat

sqm

Tk.

183.00

32.51.3

Providing of 2 coats laqure spray painting with spray machine to high decorative Teak or similar wooden furniture

sqm

Tk.

147.00

32.52.1

Renewing of painting with synthetic black enamel Paint to plinth and skirting :1 coats

sqm

Tk.

103.00

32.52.2

Renewing of painting with synthetic black enamel Paint to plinth and skirting :2 coat

sqm

Tk.

144.00

32.53

Renewing of painting to C.I. Roof with red corrugal paint: 2 coats

sqm

Tk.

142.00

32.54.1

Renewing earth oiling with solignum or equivalent materials: 1 coat

sqm

Tk.

80.00

32.54.2

Renewing earth oiling with solignum or equivalent materials: 2 coat

sqm

Tk.

119.00

32.55.1

Renewing of wood varnishing with varnish (yacht)

sqm

Tk.

103.00

32.55.2

Renewing of wood varnishing with varnish (egg-shell)

sqm

Tk.

103.00

32.55.3

Renewing of wood varnishing with varnish (matt)

sqm

Tk.

103.00

32.56

Scrapping of old paint from wood

sqm

Tk.

39.00

32.57

Scrapping of old mosses from wall and roof

sqm

Tk.

28.00

32.58

Renewing of painting to old 100 mm dia rain-water pipe

meter

Tk.

31.00

32.59

Renewing of painting to old 50mm dia G.I. Pipe: 1 coat

meter

Tk.

16.00

32.60

Stopping of roof leakage of C.I. sheet roof with putty

sqm

Tk.

26.00

32.61

Labour for taking out C.I. sheet roofing

sqm

Tk.

32.00

32.62

Labour for taking out and refitting of old G.I. Ridge/valley

meter

Tk.

128.00

32.63

Labour for C.I. Sheet roofing including supply of limpet, washer, screws, putty etc.

sqm

Tk.

103.00

32.64

Labour for C.I. Sheet walling including supply of limpet, washer, screws, putty etc.

sqm

Tk.

77.00

32.65

Labour for taking out barbed wire fencing

meter

Tk.

7.00

32.66

Labour charge for refitting of barbed wire fencing

meter

Tk.

16.00

32.67

Labour charge for tightening of old loose barbed wire fencing

meter

Tk.

2.00

Tk.

165.00


REPAIR WORKS

Item No.


Unit

236

Unit rate

32.68

Renewing, supplying and fitting-fixing of 300 mm long F.I. Clamp in CC (1:2:4)

each

Tk.

96.00

32.69

Renewing, supplying and fitting-fixing of 150 mm long F.I. Clamp in CC (1:2:4)

each

Tk.

63.00

32.70

Cutting jungles and shrub including removing and cleaning the spot/site

sqm

Tk.

6.00

32.71

Supplying of the following items related to ARBORICULTURE work approved by the officer-in-charge

32.71.1


each

Tk.

39.00

32.71.2


each

Tk.

48.00

32.71.3


each

Tk.

68.00

32.71.4


each

Tk.

99.00

32.71.5


each

Tk.

175.00

32.71.6

300 mm x 300 mm size earthen plate

each

Tk.

29.00

32.71.7

Supply of mustard oil-cake

kg

Tk.

48.00

32.71.8

Supply of Bone mele

kg

Tk.

48.00

32.71.9

Supply of steel spade

each

Tk.

543.00

32.71.10

Supply of Urea fertilizer

kg

Tk.

24.00

32.71.11

Supply of Murate of potash

kg

Tk.

24.00

32.71.12

Supply of T. S. P.

kg

Tk.

36.00

32.71.13

Supply of 5 liter capacity spray machine (plaotic)

each

Tk.

2,173.00

32.71.14

Supply of 450 mm size Steel funna with wooden handle

each

Tk.

423.00

32.71.15

Supply of 225 mm long hand hoe with wooden handle

each

Tk.

109.00

32.71.16

Supply of standard steel hand trolly as per direction of officer-in-charge

each

Tk.

7,245.00

32.71.17

Supply of China made or equivalent Hedge Scissors

each

Tk.

1,449.00

32.71.18

Supply of 250 mm size China made or equivalent Secature

each

Tk.

785.00

32.71.19

Supply of 2.5 gallon capacity 22 BWG G.I. Water cane

each

Tk.

423.00

32.71.20

Supply of 350 mm size G.I. bucket

each

Tk.

302.00

32.71.21

Supply of best quality 19 mm dia plastic hose pipe

each

Tk.

22.00

32.71.22

Supply of insecide perfecthion 40 EC 1 pics, 100 ml bottle

each

Tk.

278.00

32.71.23

Supply of Redomil gold 68WG (metalexil+mencojeb) 1 pack, 500 gm pack

each

Tk.

869.00


REPAIR WORKS

Item No.


Unit

237

Unit rate

32.71.24

Supply of Ripcord 400EC, 1 pics, 100 ml bottle

each

Tk.

241.00

32.71.25

Supply of Proclaim 5SG(emamectin benzoet) 1 box, (10 pack, each pack 10gm)

each

Tk.

724.00

32.71.26

Supply of Vertimec 018ECG (ebamectin) 1 pics, 50 ml bottle

each

Tk.

145.00

32.72

Painting to earthen tub: 2 coats over a prime coat

32.72.1

200mm and 250mm size tub

each

Tk.

16.00

32.72.2

300 mm, 350 mm and 400 mm size tub

each

Tk.

27.00

32.73.1

Levelling & dressing the compound or plant/flower bed as per direction of Engineer-incharge.

sqm

Tk.

7.00

32.73.2

Lawn grass cutting, dressing, brooming and removing debris etc. as per direction of Officer in charge

sqm

Tk.

15.00

32.73.3

Spading, pulverizing soil lump etc. as per direction of Officer in charge

sqm

Tk.

5.00

32.74.1

Labour for picking-up and cleaning damaged bituminous road surface

sqm

Tk.

67.00

32.74.2

Repairing the potholes of the road by picking up and removing damaged materials with stone chips

cum

Tk. 24,489.00

32.75

Applying necessary coat of bitumenous aluminium paint seal-coat on top surface of newly laid roofing felt

sqm

Tk.

32.76.1

Supplying timber (unfinished) for repairing in wood works: Garjan/Jam/local Sal

cum

Tk. 85,282.00

32.76.2

Supplying timber (unfinished) for repairing in wood works: Jarul

cum

Tk. 76,754.00

32.76.3

Supplying timber (unfinished) for repairing in wood works: Shilkorai/Chickrashi

cum

Tk. 106,176.00

32.76.4

Supplying timber (unfinished) for repairing in wood works: Teak Chambal

cum

Tk. 144,979.00

32.76.5

Supplying timber (unfinished) for repairing in wood works: Chittagong Teak

cum

Tk. 187,194.00

32.76.6

Supplying timber (unfinished) for repairing in wood works: Kathal

cum

Tk. 95,942.00

32.76.7

Supplying timber (unfinished) for repairing in wood works: Gamari

cum

Tk. 72,490.00

32.76.8

Supplying timber (unfinished) for repairing in wood works: Chapalish

cum

Tk. 101,912.00

32.76.9

Supplying timber (unfinished) for repairing in wood works: Loha/Pyiankado

cum

Tk. 110,867.00

32.76.10

Supplying timber (unfinished) for repairing in wood works: Burma teak

cum

Tk. 277,166.00

32.76.11

Supplying timber (unfinished) for repairing in wood works: Ordinary timber (Mehogoni)

cum

Tk. 76,754.00

32.77

Labour charge for cleaning, washing, brooming from all heights and stacking of debris at a place beyond plinth area of the the site during execution of repair works as per direction of the engineer-in-charge

cum

Tk.

89.00

1,256.00


REPAIR WORKS

Item No.

238


Unit

Unit rate

32.78

Cleaning, washing, brooming and taking away of debris from the site during and or after the completion of the repair works in all heights by truck or by any other means as per direction of the engineer-in-charge

cum

Tk.

716.00

32.79

Repairing of steel grill/window frame and shutter/stair railing, veranda grill, rolling shutter excluding the cost of steel materials.

sqm

Tk.

739.00

32.80

Supply of steel materials for repairing work:

32.80.1

40-grade deform bar

kg

Tk.

70.00

32.80.2

60-grade deform bar

kg

Tk.

73.00

32.80.3

M.S. angle, T, and Z - section, Channel etc.

kg

Tk.

66.00

32.80.4

M.S. plain bar, F.I. Bar

kg

Tk.

66.00

32.80.5

M.S. sheet, plate used in repairing work

kg

Tk.

73.00

32.80.6

38 mm dia G.I. pipe used in repairing work

meter

Tk.

586.00

32.80.7


meter

Tk.

297.00

32.80.8


meter

Tk.

277.00

32.80.9


meter

Tk.

206.00

32.80.10

Spring for rolling shutter used in repairing work

meter

Tk.

59.00

32.80.11

Spring box for rolling shutter used in repairing work

each

Tk.

145.00

32.81

Cleaning and mending good the damages surrounding the mouth of spout/rain water down pipe

each

Tk.

146.00

32.82

Cleaning rain water down pipe

meter

Tk.

5.00

32.83

Cleaning, renewing of drain and apron with cement concrete or cement mortar etc as per direction of Engineer-in-charge.

meter

Tk.

193.00

32.84.1

Reexcavation of kutcha drain of 0.30 m width and average 0.6 m deep

meter

Tk.

18.00

32.84.2

Reexcavation of kutcha drain of 0.61 m width and average 1.22 m deep

meter

Tk.

68.00

32.85

Clearing chocked up masonry surface drain

meter

Tk.

28.00

32.86

Clearing silt from soak well up to 1.4 m dia

each

Tk.

2,009.00

32.87

Clearing sludges & night soil from septic tank removing to a safe place/distance without affecting environment

32.87.1

10 usser septic tank

each

Tk.

1,956.00

32.87.2

20 user septic tank

each

Tk.

2,922.00

32.87.3

30 user septic tank

each

Tk.

3,405.00


REPAIR WORKS

Item No.


Unit

239

Unit rate

32.87.4

50 user septic tank

each

Tk.

5,458.00

32.87.5

100 user septic tank

each

Tk.

9,563.00

32.87.6

200 user septic tank

each

Tk. 16,808.00

32.87.7

Clearing sewege or similar hazardous substances & removing to a safe place/ distances

cum

Tk.

1,461.00

32.88

Clearing sludges & night soil from Inspection pit

each

Tk.

502.00

32.89

Clearing sludges & night soil from RCC soil pipe & sewer line

meter

Tk.

103.00

32.90

Supplying, fitting-fixing of 400 gallon capacity ferro-cement water tank

each

Tk.

8,235.00

32.91

Taking out 40 mm dia tube-well pipe and strainer up to 70 m depth

meter

Tk.

102.00

32.92

Labour for re-sinking 40 mm dia tube-well pipe

meter

Tk.

273.00

32.93

Renewing Check Valve

each

Tk.

881.00

32.94

Renewing of 40 mm dia best quality G.I. Socket

each

Tk.

223.00

32.95

Taking out broken Long Pan

each

Tk.

196.00

32.96

Taking out broken European type Commode

each

Tk.

176.00

32.97

Providing 37 mm dia and 600 mm long PVC spout

each

Tk.

228.00

32.98

Providing 25 mm dia and 450 mm long PVC spout

each

Tk.

214.00

32.99

Supplying and fitting-fixing of plastic low-down including necessary internal and external fittings

each

Tk.

1,541.00

32.100

Supplying and fitting fixing of syphone for plastic low-down

each

Tk.

674.00

32.101

250 mm and above thick brick work (1:6) in old/unserviceable septic tank

cum

Tk.

6,743.00

32.102

125 mm thick brick work (1:6) in old/unserviceable septic tank

sqm

Tk.

1,069.00

32.103

12 mm plaster (1:4) with neat cement finishing in old/dilapitated septic tank

sqm

Tk.

391.00

32.104

Hire charge of welding set including welder cum fabricator and helper

per day

Tk.

1,397.00

32.105

Hire charge of suspended scaffolding (gondula) made of rope

per day

Tk.

382.00

32.106

Per day rate for Aluminium fabricator (labour rate)

per day

Tk.

1,207.00

32.107

Supply of essential hard wares and consumables for repairing aluminium door-widow frame and shutter, partition etc.

32.107.1

Swing door clouser

each

Tk.

3,260.00

32.107.2

Swing door lock

each

Tk.

755.00

32.107.3

Swing door Mohiar

meter

Tk.

20.00


REPAIR WORKS

Item No.


Unit

240

Unit rate

32.107.4

Fixed Neoprene

meter

Tk.

10.00

32.107.5

Flush bolt

each

Tk.

386.00

32.107.6

Sliding door /window key lock

each

Tk.

241.00

32.107.7

Sliding door /window wheel

each

Tk.

85.00

32.107.8

Sliding door /window Mohiar

meter

Tk.

5.00

32.107.9

Sliding Neoprene

meter

Tk.

11.00

32.107.10

Sealant

gm

Tk.

4.00

32.107.11

Sliding door key lock (for window)

each

Tk.

97.00

32.107.12

4-bar hinge

each

Tk.

845.00

32.107.13

Casement handle

each

Tk.

314.00

32.107.14

Rivet for Aluminium work

each

Tk.

6.00

32.107.15

Screws for Aluminium work

each

Tk.

1.50

………………….. END OF DIVISION THIRTY TWO …………………..

3 3 . 0 6 5 4 ) ) ) e c e n o v i s n d u o f r r e n a n m c c a e e t i o f d o r o n e c o c u n e m s i e a v i n n m g t s p “ l f o e f s o w s t r e e a a s r t d l i n e i n g d g , t h e l s a i t t g t n s e i r n e n ” g t w a i i n n t h d s r e s e c e a i n l p d e i d e i n c n g o t n s ’ t h f e d i u t i l l s o a n a m b d p e d r l a e e s s r i s n . g a n t h d e c s o i n g n t a a c t u t n r e u a m n b d e d r a t e o f p r o c u r i n g e n t i t y

3 2 1 ) ) ) f e a l o v b r i o w d a e a r n t r c d o i n e r g o y t l f e r e s t e t e c t r r e e o i s f v u i n l p g t s r o s c a i n u m o r i r n p i l g g e i n e s a n i n l t i t y t h a e d a l d b r o e s a r s t e o d r y t o i l n a b c o o r r r e a c t o t r o y r f d o r e r t e s t i n g

p s C r u o o n c p u p o d u r i n s c g e i d t n e t g o n l t i b a t y e b o f g r o i a v l l e t o w n o r y i n b t y g e t h s h t t e e o f n c o o n e n r m t r g i s a n e e c t o e l r r u c ; i n i w g d h a e m t e r a d e t e i n s a r i m r e p a l s l s p i n d e g c , u r t i i n v s g e a m c m o a p l n e t e s s r e t r i a n u c l d s i t i t a n o n g n d t i a o n r a l p d r s b o o g l i r k r e e a o s B t s r i D y v S a e , n m E d a N c , o n n A l l e S e r T c t w n e M i , g l t l I e f S i t t O s e t , e d I r w S s i e u l t t c t s h . f p r h a o n y d m s i p t h c a a e l i d s p r t a o m o g t r h p e e e l s c s s o t o n o f t l w r a a o c b t o o k r ,r r a a t b o f r y t e y t r h c s h e o a m l l p r p b o l e c e u t e u i n r n a d n e g d r e n p s t r t r i o t i y p c , e t r c w i d o n t h o t r a c o u l l m a l l n o e d g n i t a g s t u t i i d o i c n a s o n u p n c : e p o o r f t

I t e m

D e s c r i p t i o n o f i t e m

7 6 5 4 3 2 1 . . . . . . . D C S R K B H U U U U U U B E E S E E E R T T T T T T I : ( C ( C ( B H D ( B ( D ( C R R C R R o E T T E T T u ) C C ) S C s i n : ) ) : ) ) g D : : R : : h C S a K B a h a n a h h j u n d k t a s i h a a l g B t h a n l u a h a a U g j i l i o n n a U U d l e i l n n s d v g U i n e i h i v g v e r U n e s U i r r R v i n e t s n e y i v r s i i i t v s e t y e e o r s y f s t i o s r y o E t i f i a r c n y o f E t E y h g o f n n i I n f S g g o n f e E c i i n E s i n e n e t e i n u r n e i e e g t n g i r n c t i g e i e r e n i n e . n g e 1 & e & g r T i 2 T & & r n e g e T T i n 0 c & c e e g / 3 h n T h n c c h & D o e o h n T a n l l r o c o o o e u g h g o l c l o h s y n y g g - , o . y y n S G o l S . . o a l l a g y K o l ( z y h D h g a m i y p , e e u . , l u C t p n D M - a a r h 3 - h i r - a 1 t i 1 r t 9 1 7 t 4 m 2 k p u 0 a g e a 0 . 0 o ( n 3 - ,r . n C t . 1 D ( 0 h D g e o C 0 a f ( n C e - 4 t e k p 3 r i n 0 . a a 4 e v t ( r 9 f i r B .P l e t m . o E h r f u n o r o e ( B R g e n u r n i t r e n R a u e o e s : e e e f a + e s o C u a f 8 r e r i R c i 8 n o v f h g a r e 0 i l R T ) c 2 E e e . h s - 9 n s s P T e a 0 g e t h e c r 3 i i o s h 5 n n n t e a r g e i n ,T 0 e c 5 h & : g r 7 i , + & e n T C 8 s . g e t o 8 i ) n . s n 0 S g s 7 e P t i r u n h v & l 2 i C 1 c o g t - n & a e n 7 s o e 5 ) n : C c 0 . s + o y ) u . 8 n P 3 7 P l h t 8 s 2 o a - u h . n t 0 t o l i 2 a n e o n - t : ) e 9 i + P : 2 o n 8 + 0 ) 8 h 4 . 8 8 o 7 P 0 0 4 n 0 h 8 1 e 8 o 2 - , n 1 7 : + + 6 8 - 8 e 7 9 8 8 : 4 + 1 0 8 6 0 2 1 8 3 8 4 - 7 0 9 - 7 5 1 0 1 5 5 1 1 , 6 3 6 E 6 1 7 - x 1 7 t 2 1 1 : 2 7 4 2 8 6 9 6 - 5 4 9 7 8 . , , E + x 8 t 8 : 0 7 1 2 7 2 6 6 5 . 5 9 6 5 5 2 .

d ) L a b o r a t o r y t e s t i n g s e r v i c e p r o v i d e r :

c ) P r o c u r i n g E n t i t y m a y i n c l u d e a n y o t h e r m a t e r i a l o r t e s t s i n t h e i r e s t i m a t e w i t h i n t i m a t i o n t o C o n v e n e ,r S c h e d u l e o f R a t e s C o m m i t t e e , P W D .

b ) T e s t s a r e t o b e d o n e i n t h e n e a r e s t l a b o r a t o r y a s f a r a s p o s s i b l e .

P P p c a r o ) r o r e o n T c c p h u u a s t r e r u r r e i n i n f o g g s c t l i o o a E E m n l w n n p m i t n i t i t l t y y e a g t t m s e e a h t r a a i b y l c . a l , l e s c l i r s o e s e a n c n n p s o d d r i m o d p v e m t o i r r o d t f e h d e o n d r d e u c a m t t t e s s h s o e o r t c i e n n o e c g n t e o s n o s t a l i f t r b d s a e m o r a f r c r t o a e d n m o r t o t y r o e T t i o q a p s b u b r e a l l e i i e p n t t y A a a e s c r n t o o e f b a e d n t r c s t h i o i l l c h s e l f p a l i n d o l g t r l i v p a f i a b b s l e a i y e c o d t n m m o o r e a n s n n e w t n . u t I e n i h t r d i s a e t h n r e t o d t o h b c e b e o j e l d n l c i r o e t c i e v t t c e e t d a u c o t h t h o f a e n e t n t r s t o m t i i l m a c a a a t e t e n t i n r i c d g a g o l s p u c i o a y d n / a s d c n t o p o c e f m p r o e i o a d s f t u e c o P r i t a r f s l t o c t t o e e s u s r b t i n t s r g e e s t e u E a n s t l n d t s t e i t d / t y o r .R e a e n n s d p o e u r i r p t r e s t s e s q f a r n e u e n a q d t l u d a t i e u t i y v n l e l e c y ( a i s s d e s u ) i o n d b e m f g s t i t o h t c t e d e r i d c u b e t o a r d o n b t h t l r e h a e e c a r e o t n o d r a f f r i s s c e e h a a e f m l l s e o f b r t e t e r h u l e y c l i a t a P b u s r l r e m o c e . u t i n r o S i n c a m i m u g o p l m E e l l i n n c g a t t i o o n t d y . r f

I n s t r u c t i o n t o P r o c u r i n g E n t i t y :

L A B O R A T O R Y T E S T S O F E N G I N E E R I N G M A T E R I A L S

E v e r y t e Q n u d a n e t r i f i s c h a t a o i l l n b g e u i a d r e r t e o l e a n t e t d e r i i n t e t m e n s d e f r r d o m o c u t h m i s e n d t s i v . i s i o n .

D I V I S I O N 3 3 A : L A B O R A T O R Y T E S T S O F E N G I N E E R I N G M A T E R I A L S

P W D S o R 2 0 1 8 f o r C i v i l W o r k s 2 4 1

3 3 .1 . 3 e w c I x i u n c t - h t t l o i u n s i d u g t i n t & u C g S c t e o f i a r s e e l n n t i d n i n g v g i s i t *

33.1.2 33.1.2.2

33.1.1 33.1.2.1

33.1.1.2

3 3 1 .1

33.1.1.1

1 C s C 5 o t r o 0 n e m x c n p r g 3 e r t 0 t h e 0 e : s s m c i v m y e l i n d e r s

1 C s C 5 o t r o 0 n e m x c n p r g 3 e r t 0 t h e 0 e : s s m c i v m y e l i n d e r s

1 C s C 0 o t r o 0 n e m n p x c r g r 2 e t h e 0 t 0 e : s s i m c v y e m l i n d e r s

1 C s C 0 o t r o 0 n e m n p x c r g r 2 e t h e 0 t 0 e : s s i m c v y e m l i n d e r s

o 1 s 1 s 2 f 5 a s t r 8 P 0 m e e n d L 0 p t g a A s e l o t y f s f h s . t o p 3 : r e l r e s s

B s 1 7 u a d m s i e a l p d t y i n e l o s g s f s U p 3 t r e n e n i r t g . t h :

o 1 s 1 s 2 f 5 a s t r 8 P 0 m e e n d L 0 p t g a A s e l o t y f s f h s . t o p 3 : r e l r e s s

B s 1 7 u a d m s i e a l p d t y i n e l o s g s f s U p 3 t r e n e n i r t g . t h :

B s 1 u a m s i e l p d t i l o n e g s f U p 3 n e i r t .

o 3 s 1 s 2 f 0 a s t r 8 P 0 m e e n d L 0 p t g a A s e l o t y f s f h s p t e o p 3 : r r e f l r l e o o s s r .

B s 1 7 u a d m s i e a l p d t y i n l o s g e s f s U p 3 t r e n e n i r t g . t h :

o 3 s 1 s 2 f 0 a s t r 8 P 0 m e e n d L 0 p t g a A s e l o t y f s f h s p t e o p 3 : r r e f l r l e o o s s r .

B s 1 7 u a d m s i e a l p d t y i n l o s g e s f s U p 3 t r e n e n i r t g . t h :

B s 1 u a m s i e l p d t i l o n e g s f U p 3 n e i r t .

o 1 s 1 s 2 U f 1 7 o 1 s 1 s 2 U f 1 7 l s l s a s d f 5 a s t a s d f 5 a s t r 8 n o r 8 n o o m m o m e P 0 m e e P 0 i i e e e d a d r p t y L 0 p t n a t r p t a n a t L 0 p t g . p . p y g y A s e A l o t y l o s l o l o s s e e e s f s e e f s f h s f s f t f s h s s 3 t p t p r r 3 3 3 : : t t e o p o p B p B p r e r e e r r e r e u e u e n r n f l r f l r r r i i e e l l l l g o s g o s d d t t o s o i i h r s h n n r : . : . g g

-

D d a b M n e e e d n o s e r e i m w e g n e h e t e d s O d e b n e f s d t f y i c a m e t h s i . e g h t

a a w e o n b 2 n d l t f o a r . d d i l c . t n e n n i i b c c t s c d c i e o t o o o a c n n s r m h s l i t e t a a e s r s p a l b a . t u l n o i g l c a e e t t l s f o s n e f t c , r s o e r

t 1 2 1 1 e C 5 0 0 . s y 0 0 0 A t l i e n m m m n d d . e m m m y o x r 3 x n m 0 a n e a 0 d o y f b e

S C A t v r o e m e r n p a g r g t e h e , s s f ' i v c r e

C O N C R E T E

2

I t e m N o . L a b T e s t I t e m s

3

F o u n d a t i o n

6

O t h e r s

S t r u c t u r a l C o C m o p l o 4 u n m e n n t s & T e s W i a S t n l l g l a / B b F , r 5 r B e i c e q k a u W m e n a , c l l y

7

8

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-

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6 4 0 0 . 0 0

3 9 0 0 . 0 0

3 9 0 0 . 0 0

2 2 0 0 . 0 0

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9

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3 5 0 0 . 0 0

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2 2 0 0 . 0 0

2 2 0 0 . 0 0

1 0

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2 8 0 0 . 0 0

2 8 0 0 . 0 0

2 8 0 0 . 0 0

2 8 0 0 . 0 0

1 1

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1 8 0 0 . 0 0

1 8 0 0 . 0 0

1 5 0 0 . 0 0

1 5 0 0 . 0 0

1 2

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3 9 0 0 . 0 0

3 9 0 0 . 0 0

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2 2 0 0 . 0 0


R e m a r k s

H B R I ( B B R U T E C T ) U N I T ( C K R R U A T E T E S T S ) P E R S ( R D E C U T E E ) T O F T E S ( C S T R U i T S n C T B ) D T ( B C R U T E C T )

( D D 1 C U 4 E E ) T


3 3 3 3 .2 . .1 2

3 3 .2 . 3

3 3 .2 .2

F i n e n e s s

& S F e t i n t i n a g l t i m e : I n i t i a l

( C 3 S , t r o m 7 e n p a g r n t d h e s s 2 i v 8 e d a y s )

O n c e p e r b r a n d .

P s b c a O f r e p n L t m p c A o a n e r e . r d o l , n v o e t a f s p t l r s e r y p o g o 5 f 0 e f e t t i 0 & n 0 g

P s b c a O f r e p n L t m p c A o a n e r e . r d o l , n v o e t a f s p t l r s e r y p o g o 5 f 0 e f e t t i 0 & n 0 g

P p R L e a A r n . 5 0 d 0 o m s y f l t o o n f c e

-


p s b c a O f r e p n e t r o a n m p r c f e o l r d e o l , n v o f o e t a p s r l r . s e t y o g r p o 5 f 0 e f e t t P 0 & i n L 0 g A

p s b c a O f r e p n e t r o a n m p r c f e o l r d e o l , n v o f o e t a p s r l r . s e t y o g r p o 5 f 0 e f e t t P 0 & i n L 0 g A

P p R L e r a A 5 n . 0 d 0 o m s y f l t o o n f c e

-


p s b c a O f r e p n e t r o a n m p r c f e l r d e o o n l , v o f e o t a p r t l r . s s e y r p o g o 5 f 0 e f e t t P 0 & i n L 0 g A

p s b c a O f r e p n e t r o a n m p r c f e l r d e o o n l , v o f e o t a p r t l r . s s e y r p o g o 5 f 0 e f e t t P 0 & i n L 0 g A

P p R L e r a A 5 n . 0 d o 0 m s y f l t o o n f c e

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a a a l c t c c i o h n n d i o e n s m a c d d b t l t i e r r p n a c t s i f a e l o o i g e e c s a s n o , o n t a r t o u s l c n f l r t . t e o b w s e e o n a r s i l t t l f c n s b . d e

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3 1 0 0 . 0 0

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9 9 0 0 . 0 0

1 3 3 0 0 . 0 0

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6 6 0 0 . 0 0

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C E M E N T

3 3 .1 . 5

3 3 .1 .4

S l u m p T e s t a t f i e l d

v e S & I i x c t n s - i c e s t l a i n s t * u u d n t i n C i i n g n g g , w o r f i e i t e h c l u d t t i n g


D d a t h r g T s o o e e h e e n i b w q s e a e e s i m n e u g i t r r e v d e c n a e e m l s O d w a r t r b h r n e i f i e s f e n i y e c d t n , e t h n o e o d . e t u s a t


3 3 3 3 . 3 . .1 3

3 3 . 3 . 3

3 3 . 3 .2

3 3 .2 . 5

3 3 .2 .4

R e b e n d T e s t

B e n d

T S T % U Y i E T E l e S R N E t l i d T E S l m o S N I n a S L t g t r : G E a e e T n s t H i t o r g t n e h n e g t c t . h

A C n o a m l y s p i o s s i t i o n

S o u n d n e s s

c s s P s s 1 h e e L t f a s a t t . A o m e n o f a . p t g r d M r l o l e e e d e f s 3 i s n i i a n t s / i i o m 2 o b c h n u f 0 r a m 0 a l 0 n d 1 .

c s s P s s 1 h e e L t f a s a t t . A o m e n o f a . p t g r d M r l o l e e e d e f s 3 i s n i i a n t s / i i o m 2 o b c h n u f 0 r a m 0 a l 0 n d 1 .

c s s P s s 1 h e e L t f a s a t t . A o m e n o f a . p t g r d M r l o l e e e d e f s 3 i s n i i a n t s . i i o m / o 2 b c h n u f 0 r a m a 0 l n 0 d 1 .



b e a M P s s 1 b e a M P s s 1 b e a M P s s 1 f a f a f a r a d i L t r a d i L t r a d i L t a d n A o m s d n A o m s d n A o m s e a e a e n c n c n c h t h t h t i i i i i i m m m / r p t / r p t / r p t d c d d i i i f f f l e l o . c o l e l o . c o l e l o l l l . h o e e e u o u o u o n h n h n f f f s s 3 s s 3 s s 3 a a m o a a m o a a m o n l 1 ,r s / n l 1 ,r s / n l 1 ,r s / 1 1 1 s o s o s o g e g e g e 2 2 2 f 0 f 0 f 0 e t s e t s e t s e e e 0 0 0 i i i f t f f n o n t n t o . o . . 0 0 0 r r r



b e a M P s s 1 b e a M P s s 1 b e a M P s s 1 f a f a f a r a d i L t r a d i L t r a d i L t a d n A o m s d n A o m s d n A o m s e a e a e n c n c n c h i h i h i i i i m m m t / r p t t / r p t t / r p t d c o f i f i f l e l o d c o l e l o d c o l e l o l l l . h i . . u o e u o e u o e n h n h n f f f s s s s s s a a m o a a m o a a m o . 3 . 3 . 3 n l 1 ,r s / n l 1 ,r s / n l 1 ,r s / o 4 o 4 o 4 g s g s g s f 8 f 8 f 8 e e e e e e t s t s t s e 0 e 0 e 0 i i i f f f n o t 0 n o t 0 n o t 0 . . . r r r





c l o n a b s u l t

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a a a l c t c c i o h n n d i o e n s m a c d d b t l t i e r r p n a c t i f a e l g s o o i e e c s a s n o n ,n o t a r t o u s l c f l t r . t s o b e w e e n a r o s i l l t f t n s b c . d e 9 0 0 . 0 0


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1 2 1 2 ( 9 7 5 a 5 ( u 0 0 b m o 0 m p 0 m v 0 . m t . o 0 ) e 0 ) 0

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1 2 1 2 ( 8 ( 5 a u 6 0 5 0 m b m p 0 0 m o . m t . v 0 o 0 ) e 0 ) 0

2 3 2 1 3 2 2 ( 1 2 ( 0 5 ( 2 5 4 a 5 5 ( 5 a 2 u u 0 0 0 m u 0 b m o 0 m p 0 m p m b p 0 0 o m t m v 0 m o . m o . . m t . t 0 v 0 o 0 ) e 0 ) 0 ) & e 0 ) 0

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1 2 ( 1 2 2 ( 5 a u 0 0 5 0 m b m p 0 0 m o . m t 0 . v 0 ) e 0 ) o 0

2 ( 2 2 1 3 1 2 ( 1 2 2 ( 4 ( u 5 5 a u 0 u 8 m a 0 5 0 2 0 b 0 5 p m b m m m p p 0 0 0 o 0 m m o m t . m t 0 . . . t 0 v 0 o m v 0 ) e 0 ) o 0 ) & e 0 ) o 0

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2 ( 1 2 ( 1 3 & 2 ( 3 2 ( 2 5 a 5 u 2 1 5 u 0 2 5 a b 0 m b 0 m p 0 m u 0 m p 0 m o o p 0 m 0 0 m v 0 m t v . . . m t . o m e 0 ) e 0 ) o 0 ) t ) o 0

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1 2 1 2 ( 6 ( 5 a u 5 5 5 0 m b m p 0 0 m o . m t . v 0 o 0 ) e 0 ) 0

2 3 2 1 3 5 2 2 ( 1 1 2 ( 4 a 5 5 ( u m ( 5 a u 0 0 5 0 m u 0 2 0 b p m b m m p p 0 0 0 0 o o m m v 0 m t . m t . . m t . v 0 o o 0 o 0 ) e 0 ) 0 ) & e 0 ) 0

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3 3 3 3 .4 . .1 4

3 3 .4 .4

3 3 .4 . 3

3 3 .4 .2

v A a g l g u r e e ( A g a C t V e ) c r u s h i n g

S A p b e s c o i r f i p c t i G o n r a a v n i t y d

U n i t W e i g h t

S i e v e A n a l y s i s

s P s s 1 e L t f a s t . A o m e . r p t M e l o l e f s 3 i n s s i m o / 1 u f 5 0 m 0 1




M o s 1 r a s i n e l m e i m s p t l o u s e f m o s 3 f / 2 1 P 5 0 s L e A 0 t . . s f t



s P s s 1 e L t f a s t . A o m e . r p t M e l o l e f s 3 i n s s / i m o 3 u f 0 0 m 0 1


a a a l c t c i o n n d i o e n s m c d d b t l t i e r r p a c t s i f a e l o o i e c s a s n o n t a r t o u s l c o f l r t . t e n w s e e o o s i l t l t f n s b c . e

C O A R S E A G G R E G A T E

3 3 . 3 . 6

3 3 . 3 . 5

3 3 . 3 .4

C a r b o n E q u i v a l e n t

A C n o a m l y s p i o s s i t i o n

F a t i g u e T e s t

-

-

-


-

-

-


M / s s 1 B f a s i n u t o m e i i m d t l r p l o l e u i e f n m g s s 3 s 3 1 U o / s n f 0 e t i P 0 0 t . , L A

-

-

-



a a a l c t c i o n n d i o e n s m c d d b t l t i e r r p a c t s i f a e l o o i e c s a s n o n t a r t o u s l c o f l r t . t e n w s e e o o s i l l t f n t s b c . e

3 0 0 0 . 0 0

2 5 0 0 . 0 0

1 5 0 0 . 0 0

2 5 0 0 . 0 0

7 7 0 0 . 0 0 * *

6 8 0 0 . 0 0 * *

5 0 0 0 . 0 0 * *

6 8 0 0 . 0 0 * *

6 0 0 0 . 0 0

6 0 0 0 . 0 0

4 0 0 0 . 0 0

6 0 0 0 . 0 0

-

2 0 0 0 . 0 0

2 7 0 0 . 0 0

3 0 0 0 . 0 0 2 5 0 0 . 0 0

-

-

1 5 0 0 . 0 0

4 0 0 0 . 0

-

2 5 0 0 . 0

3 5 0 0 . 0

6 0 0 0 . 0 0

4 0 0 0 . 0 0

4 0 0 0 . 0 0

3 8 0 0 . 0 0

t h d O e e m n l d a y e n i s d f i e g n d o b f f i y c e .



C o n s u l t L a b o r a t o r y





3 3 .4 .7

3 3 .4 . 6

A L B O R S A S A N I G O N E T L E E S S T

C .B .R

S S u a l t l p h c a o n t e t c e n o t n t o e r n t

r ( o a 3 1 s a p 0 d p 0 0 e l i s t w c 3 f t o a t b r . i m k e l ) . t e s o p e r

r ( o a 3 1 s a p 0 d p 0 0 e l i s t w c 3 f t o a t b r . i m k e l ) . t e s o p e r



r ( o a 3 1 s a p 0 d p 0 0 e l i s t w c 3 o a t f t r . i m k b l ) e . e t s o p e r






s P s s 1 e L t f a s t . A o m e . r p t M e l 0 l e f s 3 i n s s / i m o 3 u f 0 0 m 0 1





1 5 0 0 . 0 0

4 0 0 0 . 0 0

-

-

3 8 0 0 . 0 0

7 7 0 0 . 0 0

5 9 8 0 0 . 0 0

3 5 0 0 . 0 0

3 0 0 0 . 0 0

7 0 0 0 . 0 0

5 0 0 0 0 . 0 0

1 5 0 0 . 0 0

3 6 0 0 . 0 0

3 0 0 0 0 . 0

2 0 0 0 . 0 0

1 5 0 0 . 0 0

2 5 0 0 . 0 0

1 0 0 0 0 . 0

1 5 0 0 . 0 0

2 5 0 0 . 0

4 5 0 0 . 0

3 1 0 0 0

2 0 0 0 . 0

3 8 0 0 . 0 0

7 0 0 0 . 0 0

5 5 0 0 0 . 0 0

3 0 0 0 . 0 0

3 3 3 3 . 5 . .1 5 S i e v e A n a l y s i s


F I N E A G G R E G A T E

3 3 .4 . 5

c ( S 3 o u 0 n p l 0 t e h 0 . n a 0 t ) t e 0


c 3 o ( 2 n S 0 t 0 e a . l 0 n t t ) 0


3 3 . 5 .7

3 3 . 5 . 6

3 3 . 5 . 5

3 3 . 5 .4

3 3 . 5 . 3

3 3 . 5 .2

O r g a n i c I m p u r i t i e s

o o ( M p b V i i c i s s c a e ) r u c v a a l o n t i t o e n n / M t i c r o s c

S S u a l t l p h c a o n t e t c e n o t n t o e r n t

B u l k i n g o f S a n d

S A p b e s c o i r f i p c t i G o n r a a v n i t y d

U n i t W e i g h t

B O u n i l c d e i n g p e U r n i t

B O u n i l c d e i n g p e U r n i t


M o / 1 f 1 s i n P 5 e 0 i m L 0 t 3 u A m . s f s t a 1 o m r p s l e e e l s s t . s

-

B O u n i l c d e i n g p e U r f n o l i o t . r o f



M o s 1 r a s i n e l m e i m s p t l 3 u s e m o s f / 2 1 P 5 0 s L e A 0 t . . s f t

-




1 o / 3 1 s f 0 s e P 0 e t t . L A 0 3 . s f s M t o a i n r m i l p m e l e u s s s m

a a a l c t c i o n n d i o e n s m c d d b t l t i r e r p a c t s i e a o o l f c s a i e s n o n t a r t o u s l c o f l r t . t e n w s e e o o s i l t l t f n s b c . e




2 5 0 0 . 0 0

1 5 0 0 . 0 0

-

-

-

/ v o b O s s r y n o i i , u t l f d y e r s c i t l e s d e t e i g m . e b s y n a a P o n m E f d f i e p o c l e n e d 2 0 0 0 . 0 0

-

/ v o b O s s r y n o i i , u t l f d y e r s c i t l e s d e t e i g m . e b s y n a a P o n m E f d f i e p o c l e n e d

-

3 5 0 0 . 0 0

2 1 6 6 2 6 0 / 0 0 0 . . 0 0 0 0

3 5 0 0 . 0 0

1 1 8 0 0 0 0 / 0 0 0 . . 0 0 0 0

3 0 0 0 . 0 0

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-

3 5 0 0 . 0 0

1 5 5 5 0 0 0 0 0 0 . . 0 0 0 /

6 8 0 0 . 0 0

4 5 0 0 . 0 0

c 3 o ( 2 n S 0 t 0 e a . l 0 n t t ) 0

5 0 0 0 . 0 0

6 0 0 0 . 0 0

3 0 0 0 . 0 0

4 0 0 0 . 0 0

2 0 0 0 . 0 0

3 6 0 0 . 0 0

-

1 7 0 0 . 0 0

1 5 0 0 . 0 0

-

1 5 0 0 . 0 0

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-

2 5 0 0 . 0

7 0 0 0 . 0

2 0 0 0 . 0

5 0 0 0 . 0

-

2 5 0 0 . 0

-

3 0 0 0 . 0 0

5 5 0 0 . 0 0

4 0 0 0 . 0 0

4 0 0 0 . 0 0

3 0 0 0 . 0 0

c ( S 3 o u 0 n p l 0 t e h 0 . n a 0 t ) t e 0



3 3 . 6

3 3 . 6 .4

3 3 . 6 . 3

3 3 . 6 .2

3 3 . 6 .1

S i z e & S h a p e

U n i t W e i g h t

W a t e r A b s o r p t i o n

C r u s h i n g S t r e n g t h

b B O r n i u c i l c k d e w i n w o g h r k U e . n n i t i n








-





-





/ v o b O s s r y n o i i , u t l f d y e r s c i t l e s d e t e i g m . e b s y n a a P o n m E f d f i e p o c l e n e d

2 5 0 0 . 0 0

2 3 0 0 . 0 0

B R I C K S

3 3 . 5 . 8 f C r i l a b a l y e l u p m a p r t i a c l n e s d

-

2 0 0 0 . 0 0

-

1 5 0 0 . 0 0

3 1 0 0 . 0 0

4 3 0 0 . 0 0

2 4 0 0 . 0 0

4 8 0 0 . 0 0

5 7 0 0 . 0 0

3 0 0 0 . 0 0

4 0 0 0 . 0 0

2 0 0 0 . 0 0

4 0 0 0 . 0 0

5 7 0 0 . 0 0

2 3 0 0 . 0 0

2 3 0 0 . 0 0

1 5 0 0 . 0 0

2 7 0 0 . 0 0

2 5 0 0 . 0 0

1 8 0 0 . 0 0

1 8 0 0 . 0 0

1 5 0 0 . 0 0

-

-

2 5 0 0 . 0

3 0 0 0 . 0

2 0 0 0 . 0

4 0 0 0 . 0

3 0 0 0 . 0

3 1 0 0 . 0 0

4 0 0 0 . 0 0

2 4 0 0 . 0 0

4 8 0 0 . 0 0

5 0 0 0 . 0 0



3 3 .7 .2

3 3 .7 .1

U n i t W e i g h t

A b s o p r t i o n

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-

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3 3 .7

H O L L O W B R I C K S

3 3 . 6 . 5 E f f l o r s c e n c e

b B O r n i u c i l c k d e w i n w o g h r k U e . n n i t i n B O u n i l c d e i n g p e U r f n o l i o t . r o f







-

-

2 5 0 0 . 0 0

4 3 0 0 . 0 0

2 4 0 0 . 0 0

4 8 0 0 . 0 0

4 0 0 0 . 0 0

2 0 0 0 . 0 0

4 0 0 0 . 0 0

2 2 0 0 . 0 0

1 5 0 0 . 0 0

3 0 0 0 . 0 0

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2 1 0 0 . 0 0

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4 5 0 0 . 0 0

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3 3 . 8 . 3

3 3 . 8 .2

3 3 . 8 .1

M o d u l u s o f R u p t u r e

A b s o r p t i o n

S i z e & S h a p e

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3 3 . 8

T I L E S ( F L O O R & W A L L S )

3 3 .7 . 3 S C t r o e m n g p r t h e s i v e

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-

M P o s 1 r a s i n L l m e A e i m / s p t f l s e l 3 u o m o o s / r f 2 1 . 0 0 s e 0 t s . f t

M P o s 1 r a s i n L l m e A e i m / s p t f l s e l 3 u o m o o s / r f 2 1 . 0 0 s e 0 t s . f t

M P o s 1 r a s i n L l m e A e i m / s p t f l s e l o u o f m o o s 3 / r f 2 1 . 0 0 s e 0 t s . f t






-

-

-

2 9 0 0 . 0 0

3 1 0 0 . 0 0

2 2 0 0 . 0 0

4 4 0 0 . 0 0

2 9 0 0 . 0 0

3 1 0 0 . 0 0

2 2 0 0 . 0 0

4 0 0 0 . 0 0

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3 0 0 0 . 0 0

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2 0 0 0 . 0

2 5 0 0 . 0

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3 3 . 9

3 3 . 8 . 5

3 3 . 8 .4

P A I N T

W r a p e

F l e x u r a l

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3 3 . 9 .2

3 3 . 9 .1

R e s i s t a n c e t o w a t e r

R e s i s t a n c e t o h e a t

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C o n s u l t L a b o r a t o r y .


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2 9 0 0 . 0 0

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3 3 .1 1 .1 .1

3 3 3 3 .1 . 1 1 .1 1

3 3 .1 0 .2

u P V C P I P E

S M h a e m p b e e . r S i z e &

P 1 r / 2 e s " s - u r 4 e " T e s t

3 3 3 3 .1 0 .1 .1 0 T e n s i l e S t r e n g t h .

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P e r A E q s u a i n r d e d w b h y e t h n e

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M E T A L M A D E G R I L L S

3 3 . 9 . 5

3 3 . 9 .4

3 3 . 9 . 3

W e i g h t p e r 1 0 l i t r e s

W a s h a b i l i t y

S p r e a d i n g c a p a c i t y

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b T y o P b E e . e r c o r d e d











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3 3 .1 1 .2 . 6

3 3 .1 1 .2 . 5

3 3 .1 1 .2 .4

3 3 .1 1 .2 . 3

3 3 .1 1 .2 .2

T e n s i l e T e s t

T H e e s a t t R e v e r s i o n

I m p a c t T e s t

A c e t o n T e s t

D i m e n s i o n T e s t

3 3 3 2 .1 . 1 1 .2 1 .1 .2

3 3 .1 1 .1 .7

3 3 .1 1 .1 . 6

3 3 .1 1 .1 . 5

3 3 .1 1 .1 .4

3 3 .1 1 .1 . 3

3 3 .1 1 .1 .2

P 5 r " e s - s 6 u " r e T e s t

F i l t e r T e s t



I m p a c t T e s t

A c e t o n T e s t


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P e r A P r A E q s E e q s u a u a i n i n r d r d e e d w d w b h b h y e y e n t t h h n e e




P e r A P r A P e r A E q s E e q s E q s u a u a u a i n i n i n r d r d r d e e e d w d w d w b h b h b h y e y e y e n n t t t h h h n e e e



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3 3 .1 1 .4 .4

3 3 .1 1 .4 . 3

3 3 .1 1 .4 .2

I m p a c t T e s t

A c e t o n T e s t


3 3 3 3 .1 . 1 1 .4 1 .1 .4

3 3 .1 1 . 3 .7

3 3 .1 1 . 3 . 6

3 3 .1 1 . 3 . 5

3 3 .1 1 . 3 .4

3 3 .1 1 . 3 . 3

3 3 .1 1 . 3 .2

P 1 r 0 e s " s u r e T e s t

F i l t e r T e s t



I m p a c t T e s t

A c e t o n T e s t


3 3 3 3 .1 . 1 1 1 . 3 . .1 3

3 3 .1 1 .2 .7

P 7 r " e s - s 8 u " r e T e s t

F i l t e r T e s t

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3 3 .1 1 . 6 .2

3 3 3 3 .1 . 1 1 1 . 6 . .1 6

3 3 .1 1 . 5 .7

3 3 .1 1 . 5 . 6

3 3 .1 1 . 5 . 5

3 3 .1 1 . 5 .4

3 3 .1 1 . 5 . 3

3 3 .1 1 . 5 .2

3 3 3 3 .1 . 1 1 1 . 5 . .1 5


P r e s s u r e T e s t

F i l t e r T e s t



I m p a c t T e s t

A c e t o n T e s t



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1 4 "





3 3 .1 1 .4 .7

3 3 .1 1 .4 . 6

3 3 .1 1 .4 . 5

F i l t e r T e s t



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1 2 "




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N o t e : F o l l o w D i v i s i o n 3 3 B : L a b o r a t o r y c h a r g e f o r t e s t i n g o f m a t e r i a l s o r c o n s u l t l a b o r a t o r y f o r t h e r a t e s o f t e s t i t e m s n o t f o u n d h e r e .

3 3 3 3 .1 . 1 1 .7 1 .1 .7

3 3 .1 1 . 6 .7

3 3 .1 1 . 6 . 6

3 3 .1 1 . 6 . 5

3 3 .1 1 . 6 .4

3 3 .1 1 . 6 . 3

P 1 r 6 e s " s u r e T e s t

F i l t e r T e s t



I m p a c t T e s t

A c e t o n T e s t

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3 3 .1 1 .7 .7

3 3 .1 1 .7 . 6

3 3 .1 1 .7 . 5

3 3 .1 1 .7 .4

3 3 .1 1 .7 . 3

3 3 .1 1 .7 .2

F i l t e r T e s t



I m p a c t T e s t

A c e t o n T e s t


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P e r A P r A P e r A E q s E e q s E q s u a u a u a i n i n i n r d r d r d e e e d w d w d w b h b h b h y e y e y e n n t t t h h h n e e e



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1 9

1 8

1 7

1 6

1 5

1 4

1 3

1 2

1 1

1 0

9

8

7

6

5

4

3

2

1

S i e v e a n a l y s i s ( B a l l a s t )

S i e v e a n a l y s i s ( C A )

S a l t c o n t e n t o r S u l p h a t e c o n t e n t

M o d i f i e d P r o c t o r o r V i b r a t i n g H a m m e r

S t a n d a r d P r o c t o r t e s t o f a g g r e g a t e ( M D D )

E f f e c t o f o r g a n i c i m p u r i t i e s

O r g a n i c I m p u r i t i e s

M i c a c o n t e n t ( V i s u a l o b s e r v a t i o n / M i c r o s c o p i c )

L .A . A b r a s i o n ( A S T M C 5 3 5 o r A S T M C 1 3 1 )

F l a k i n e s s I n d e x ( F I )

E l o n g a t i o n I n d e x ( E I )

C o a l a n d l i g n i t e

C l a y l u m p a n d f r i a b l e p a r t i c l e s

C B R o f b a s e a n d s u b - b a s e m a t e r i a l

B u l k i n g o f S a n d

A n g u l a r i t y N u m b e r i n / c s p . g r .

A g g r e g a t e i m p a c t v a l u e ( A I V )

A g g r e g a t e c r u s h i n g v a l u e ( A C V )

A b s o r p t i o n a n d S p e c i f i c G r a v i t y

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

2 5 0 0 . 0 0

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2 0 0 0 . 0 0

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4 0 0 0 . 0 0

3 0 0 0 . 0 0

3 0 0 0 . 0 0

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2 3 0 0 . 0 0

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3 0 0 0 . 0 0

2 5 0 0 . 0 0

T k . 8 7 0 0 . 0 0

T k . 6 8 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 3 9 5 0 0 . 0 0

T k . 2 4 1 0 0 . 0 0

T k . 1 9 2 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k .1 6 6 0 0 / 2 6 2 0 0

T k .

T k . 8 7 0 0 . 0 0

T k .

-

T k . 8 0 0 0 . 0 0

-

T k . 5 7 0 0 . 0 0

T k . 5 9 8 0 0 . 0 0

T k . 5 5 0 0 / 1 5 0 0 0

T k . 9 6 0 0 . 0 0

T k . 5 7 0 0 . 0 0

T k . 7 7 0 0 . 0 0

T k . 6 8 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 3 2 0 0 . 0 0

T k . 3 2 0 0 0 . 0 0

T k . 2 1 0 0 0 . 0 0

T k . 1 7 2 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k .1 0 0 0 0 / 1 8 0 0 0

T k . 7 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 2 4 0 0 . 0 0

T k . 5 7 0 0 . 0 0

T k . 5 0 0 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 4 5 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 3 3 0 0 . 0 0

T k . 2 7 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 1 8 0 0 0 . 0 0

T k . 1 2 0 0 0 . 0 0

T k . 1 1 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 3 6 0 0 . 0 0

T k . 3 3 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 3 0 0 0 0 . 0 0

T k . 3 6 0 0 . 0 0

T k . 3 3 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

1 5 0 0 . 0 0

1 5 0 0 . 0 0

-

-

-

1 5 0 0 . 0 0

-

2 5 0 0 . 0 0

2 0 0 0 . 0 0

3 0 0 0 . 0 0

-

-

-

3 0 0 0 . 0 0

2 5 0 0 . 0 0

2 5 0 0 . 0 0

2 7 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

3 5 0 0 . 0 0

2 0 0 0 . 0 0

2 0 0 0 0 . 0 0

1 2 0 0 0 . 0 0

1 0 0 0 0 . 0 0

2 5 0 0 . 0 0

7 0 0 0 . 0 0

4 5 0 0 . 0 0

4 2 0 0 . 0 0

4 5 0 0 . 0 0

3 5 0 0 . 0 0

3 0 0 0 . 0 0

3 1 0 0 0 . 0 0

5 0 0 0 . 0 0

5 0 0 0 . 0 0

3 0 0 0 . 0 0

4 0 0 0 . 0 0

-

T k . 3 8 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 3 0 0 0 0 . 0

T k . 2 0 0 0 0 . 0

-

T k . 3 0 0 0 . 0 0

-

T k . 7 0 0 0 . 0 0

T k . 8 0 0 0 . 0 0

T k . 8 0 0 0 . 0 0

-

T k . 5 0 0 0 . 0 0

T k . 5 5 0 0 0 . 0

T k . 5 5 0 0 . 0 0

-

T k . 5 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

-

1 0 0 0 0 . 0 0

A G G R E G A T E S

1

S L .N o .

2

M a t e r i a l s a n d N a m e o f T e s t s

3

S S a m i z e p l e

4

H B R I

5

B R T C , B U E T

6

C R T S , K U E T

7

D C E , R U E T

8

C R T C , S U S T

9

B R T C , C U E T

1 0

D C E , D U E T

-

R A T E

D I V I S I O N 3 3 B : L A B O R A T O R Y C H A R G E F O R T E S T I N G O F M A T E R I A L S

L A B O R A T O R Y C H A R G E F O R T E S T I N G O F M A T E R I A L S


3 7

3 6

3 5

3 4

3 3

3 2

3 1

3 0

2 9

2 8

[ D > e 2 5 s i M g n P o a f ] c o n c r e t e m i x e s u s i n g a d m i x t u r e

[ D > e 2 s 5 g i M n P o f a c ] o n c r e t e m i x e s w i t h o u t a d m i x t u r e

[ D u e p s t i o g 2 n 5 o f M c P o n a c ] r e t e m i x e s u s i n g a d m i x t u r e

[ D u e p s t i o g 2 n 5 o f M c P o n a c ] r e t e m i x e s w i t h o u t a d m i x t u r e

C o n c r e t e s l a b i n f l e x u r e

C o n c r e t e b e a m i n f l e x u r e

C o n c r e t e c y l i n d e r s c a s t i n g & t e s t i n g

C o n c r e t e S p u n

C C o o n m c p r r e e t e s c s i v y e l i n s d t e e r r n s g ( 1 t 5 h 0 : x 3 0 0 m m )

C C o o n m c p r r e e t e s c s i v y e l i n s d t e e r r n s g ( 1 t 0 h 0 : x 2 0 0 m m )

1

1

1

1

3

3

3

3

3

3

T k .

T k .

T k .

T k .

T k . 4 0 , 0 0 0 . 0 0

T k . 3 0 , 0 0 0 . 0 0

T k .

T k .

-

3 , 9 2 0 . 6 3

-

-

T k . 8 0 0 0 0 . 0 0

T k . 7 2 0 0 0 . 0 0

T k . 7 2 0 0 0 . 0 0

T k . 6 6 0 0 0 . 0 0

T k . 1 1 7 0 0 . 0 0

T k . 7 5 0 0 0 . 0 0

T k . 6 5 0 0 0 . 0 0

T k . 6 5 0 0 0 . 0 0

T k . 6 0 0 0 0 . 0 0

T k . 4 5 0 0 0 . 0 0

T k . 4 5 0 0 0 . 0 0

T k . 4 5 0 0 0 . 0 0

T k .

T k .

T k .

T e n p e r c e n t f i n e s ( 1 0 % f i n e s )

S o u n d n e s s w i t h M g 2 S O

S o u n d n e s s w i t h N a 2 S O

W a s h s i e v e a n a l y s i s

S i e v e a n a l y s i s ( F A )

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

3 0 0 0 . 0 0

1 5 0 0 . 0 0

1 5 0 0 . 0 0

T k . 1 9 2 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 1 0 0 0 0 . 0 0

T k . 1 7 5 0 0 . 0 0

T k . 1 7 5 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 7 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 1 2 0 0 0 . 0 0

T k . 1 0 5 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

1 8 0 0 . 0 0

1 5 0 0 . 0 0

1 5 0 0 . 0 0

-

-

2 5 0 0 . 0 0

-

-

-

1 5 8 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

3 0 0 0 . 0 0

2 0 0 0 . 0 0

4 0 0 0 . 0 0

2 5 0 0 . 0 0

2 5 0 0 . 0 0

6 0 0 0 . 0 0

1 0 0 0 0 . 0 0

1 0 0 0 0 . 0 0

-

2 5 9 0 0 . 0 0

T k . 3 9 0 0 . 0 0

T k . 2 2 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 1 0 0 0 0 . 0

T k . 2 1 0 0 0 . 0

T k . 1 9 0 0 0 . 0

T k . 3 8 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 5 0 0 0 . 0 0

T k .

T k . 1 3 0 0 0 . 0 0

T k .

-

T k . 5 0 0 0 . 0 0

-

T k . 2 8 0 0 . 0 0

T k . 2 8 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

-

-

T k . 1 0 0 0 0 . 0

T k . 8 4 0 0 . 0 0

-

-

7

D C E , R U E T

T k . 1 9 2 0 0 . 0 0

T k . 2 2 0 0 . 0 0

-

6

C R T S , K U E T

T k . 1 1 5 0 0 . 0 0

T k . 3 5 0 0 . 0 0

1 8 0 0 0 . 0 0

5

B R T C , B U E T

T k . 5 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

6 5 0 0 . 0 0

H B R I

-

T k . 1 5 0 0 0 . 0 0

5 5 0 0 0 . 0 0

4

-

T k . 8 0 0 0 . 0 0

6 0 0 0 0 . 0 0

4

-

T k . 1 0 0 0 0 . 0 0

T k .

4

2 0 0 0 . 0 0

-

T k .

-

U n i t w e i g h t o f a g g r e g a t e ( C A )

T k . 4 5 0 0 . 0 0

T k .

-

U n i t w e i g h t o f a g g r e g a t e ( F A )

T k . 7 7 0 0 . 0 0

T k .

1 5 0 0 . 0 0

V o i d r a t i o / P o r o s i t y

T k . 2 2 0 0 . 0 0

T k .

T k .

2 0

T k . 3 9 0 0 . 0 0

T k .

T k .

2 1

T k . 3 4 0 0 . 0 0

T k .

T k .

2 2

T k .

-

S S a m i z e p l e

2 3

T k . 8 4 0 0 . 0 0

-

1 3

2 4

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-

1

2 5

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-

2


2 6

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-

-

T k .

1

S L .N o .

2 7

-

5 0 0 0 . 0 0

-

T k .

C E M E N T C O N C R E T E

-

1 0


R A T E

C R T C , S U S T

B R T C , C U E T

D C E , D U E T


B I T U M E N

5 1

5 0

4 9

4 8

4 7

4 6

4 5

4 4

4 3

D e s i g n o f A . C . m i x e s ( M a r s h a l l )

C o a t i n g a n d s t r i p p i n g t e s t

B i t u m e n c o n t e n t

D e n s i t y / S p . G r

N o r m a l C o n s i s t e n c y

S e t t i n g t i m e

F i n e n e s s

C o m p r e s s i v e s t r e n g t h , 3 , 7 a n d 2 8 d a y s

C o m p r e s s i v e s t r e n g t h , 3 & 7 d a y s

1

1

1

T k .

T k .

T k .

T k .

1 3 , 0 0 0 . 0 0

1

1

1

1

T k .

T k .

T k .

T k .

T k .

3 0 0 0 . 0 0

2 0 0 0 . 0 0

2 5 0 0 . 0 0

2 0 0 0 . 0 0

6 , 0 0 0 . 0 0

-

-

T k . 8 1 , 5 0 0 . 0 0

T k . 7 , 3 0 0 . 0 0

T k . 1 5 ,4 0 0 . 0 0

T k . 4 , 3 0 0 . 0 0

T k . 2 9 0 0 . 0 0

T k . 4 , 3 0 0 . 0 0

T k . 3 ,1 0 0 . 0 0

T k . 6 0 0 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 1 4 0 0 0 . 0 0 * *

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 3 5 0 0 0 . 0 0

T k .

T k .

-

T k . 9 0 0 0 . 0 0

-

T k . 1 8 0 0 . 0 0

T k .

T k .

T k .

T k .

C E M E N T

4 2 e b x . c I l n u d s i i n t g u W f i i e n l d s o v r i P s i i t * n t e s t ( P e r s p o t 3 - t e s t )

t e a s .I t ) n e s i x u c t l P u d e i n r g s p f i o e t l d I m v p i a s i c t * t h a m m e r t e s t ( 3 -

c .I n - L a b S u p p l i e d C o r e T e s t i n g ( 3 N o s )

1

T k .

T k .

T k .

4 1

4 0

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3 8

e b x . c I l n u - d s i i n t u g C f i o e r l e d v c u i t s i t i t n * g & t e s t i n g w i t h S c a n n i n g

S a c .I a n n - n s i i n u g t e C x c o r l e u d c i n u g t t i n f i g e l d & v t i e s i s t i * t n g w i t h o u t

e C a u c b h e s ( > 3 0 0 x 3 0 0 m m ) , f o r p e r c o r e c u t t i n g ,

C u b e s ( > 2 0 0 m m - 3 0 0 m m )

C u b e s ( < 2 0 0 m m )

1

1

1

3

3

T k .

T k .

T k .

T k .

1 0 , 0 0 0 . 0 0

5 , 0 0 0 . 0 0

T k .

-

-

-

-

T k . 9 9 0 0 . 0 0

T k .

-

T k . 6 ,1 0 0 . 0 0

T k . 6 ,7 0 0 . 0 0

T k . 2 ,7 0 0 . 0 0

T k . 1 3 , 3 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 9 9 0 0 . 0 0

T k .

T k .

T k .

T k .

-

-

-

T k . 2 5 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 6 6 0 0 . 0 0

T k . 4 4 0 0 . 0 0

T k .

T k .

-

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

1 0 0 0 . 0 0

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5 2 5 0 . 0 0

-

-

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-

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T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

5 5 0 0 . 0 0

3 5 0 0 . 0 0

3 0 0 0 . 0 0

T k . 6 8 0 0 . 0 0

T k . 4 0 0 0 . 0 0

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

4 2 0 0 0 . 0 0

-

1 1 0 0 0 . 0 0

3 5 0 0 . 0 0

5 0 0 0 . 0 0

2 5 0 0 . 0 0

7 5 0 0 . 0 0

T k . 6 0 0 0 0 . 0

T k . 6 0 0 0 . 0 0

T k . 1 6 0 0 0 . 0

T k . 4 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 9 2 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 4 0 0 0 . 0 0

-

-

-

-

-

-

1

S L .N o .

2


3

S S a m i z e p l e

4

H B R I

-

-

-

T k . 6 4 0 0 . 0 0

T k . 7 1 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 3 4 0 5 0 . 0 0

B R T C , B U E T

T k .

T k .

-

-

-

T k . 6 8 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k . 3 2 0 6 0 . 0 0

C R T S , K U E T

T k .

T k .

T k .

T k .

T k .

7

-

T k . 2 3 0 0 . 0 0

D C E , R U E T

T k .

T k . 8

C R T C , S U S T

9

B R T C , C U E T

T k . 3 1 4 0 0 0 . 0 0

D C E , D U E T

-

-

-

-

-


R A T E


7 2

7 1

C r u s h i n g s t r e n g t h

A b s o r p t i o n

B R I C K S

1

S L .N o .

2


1

1 3

S S a m i z e p l e

T k .

T k .

7 0

6 9

6 8

6 7

6 6

6 5

6 4

6 3

6 2

6 1

6 0

5 9

5 8

5 7

5 6

5 5

5 4

5 3

5 2

v I i n s - i s t i * t u C o r e C u t t i n g & T e s t e x c l u d i n g F i e l d

A s h c o n t e n t / I n o r g a n i c m a t t e r

A n y t e s t o n r e s i d u e f r o m t h i n f i l m o v e n t e s t

A n y t e s t o n r e s i d u e f r o m l o s s - o n - h e a t i n g t e s t

W a t e r c o n t e n t

V i s c o s i t y ( K i n e m e t i c )

V i s c o s i t y ( S .F . )

T h i n f i l m o v e n

T h e o r e t i c a l M a x . S p . G r . A . C . m i x e s

S t a n d a r d p e n e t r a t i o n

S p o t t e s t

S p e c i f i c g r a v i t y

S o l u b i l i t y

S o f t e n i n g p o i n t ( R & B )

L o s s o n h e a t i n g

F l o a t t e s t

F l a s h a n d f i r e - p o i n t s

D u c t i l i t y

D i s t i l l a t i o n

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

-

6 8 0 0 . 0 0

-

-

-

-

3 0 0 0 . 0 0

-

3 0 0 0 . 0 0

3 0 0 0 . 0 0

-

-

-

-

-

-

5

5

T k .

T k .

2 5 0 0 . 0 0

1 5 0 0 . 0 0

-

5 7 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 2 4 0 0 . 0 0

T k . 1 1 5 0 0 . 0 0

T k . 9 6 0 0 . 0 0

T k . 1 5 4 0 0 . 0 0

T k . 9 6 0 0 . 0 0

T k . 1 1 5 0 0 . 0 0

T k . 1 2 , 6 0 0 . 0 0

T k . 9 , 6 0 0 . 0 0

T k . 6 ,4 0 0 . 0 0

T k . 7 ,7 0 0 . 0 0

T k . 5 ,2 0 0 . 0 0

T k . 5 ,2 0 0 . 0 0

T k . 5 ,2 0 0 . 0 0

T k . 5 , 0 0 0 . 0 0

T k . 5 , 0 0 0 . 0 0

T k . 6 ,4 0 0 . 0 0

T k . 5 ,2 0 0 . 0 0

T k . 5 ,2 0 0 . 0 0

T k . 5 , 0 0 0 . 0 0

T k .

T k . 4 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 1 0 0 0 0 . 0 0

T k . 8 2 0 0 . 0 0

T k . 1 0 0 0 0 . 0 0

T k . 7 0 0 0 . 0 0

T k . 9 0 0 0 . 0 0

T k . 1 0 0 0 0 . 0 0

T k . 7 5 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 2 0 0 . 0 0

T k . 4 2 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 2 7 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k .

-

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 3 6 0 0 . 0 0

T k . 2 3 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

-

1 5 0 0 . 0 0

-

1 5 0 0 . 0 0

1 5 0 0 . 0 0

1 5 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

2 5 0 0 . 0 0

-

2 5 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

-

-

-

-

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3 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

4 0 0 0 . 0 0

2 0 0 0 . 0 0

-

-

4 0 0 0 . 0 0

5 5 0 0 . 0 0

6 0 0 0 . 0 0

4 5 0 0 . 0 0

-

3 5 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 2 4 0 0 . 0 0

-

T k . 1 3 0 0 0 . 0

T k . 8 0 0 0 . 0 0

T k . 8 0 0 0 . 0 0

-

T k . 7 5 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

-

-

4

H B R I

5

-

B R T C , B U E T

T k . 4 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

6

C R T S , K U E T

T k . 2 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 6 5 0 0 . 0 0

7

D C E , R U E T

T k .

T k .

T k .

T k .

1 5 0 0 . 0 0

1 5 0 0 . 0 0

1 5 0 0 . 0 0

1 5 0 0 . 0 0

8

-

C R T C , S U S T

T k .

T k .

T k .

T k .

T k .

T k .

2 5 0 0 . 0 0

2 5 0 0 . 0 0

4 0 0 0 . 0 0

2 5 0 0 . 0 0

2 5 0 0 . 0 0

2 5 0 0 . 0 0

7 5 9 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

-

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

-

1 0

B R T C , C U E T

D C E , D U E T


R A T E


9 0

8 9

8 8

8 7

8 6

8 5

8 4

8 3

8 2

v C i o s i m t * p r e s s i o n T e s t i n g m a c h i n e e x c l u d i n g f i e l d

P r o v i n g r i n g ( > 5 0 0 k N )

P r o v i n g r i n g ( 1 0 0 k N - 5 0 0 k N )

P r o v i n g r i n g ( < 1 0 0 k N )

D e f l e c t i o n d i a l

8 H 0 y 0 d r t o a n u l i c J a c k w i t h P r e s s u r e G a u g e , a b o v e

H y d r a u l i c J a c k w i t h P r e s s u r e G a u g e l a r g e

H y d r a u l i c J a c k w i t h P r e s s u r e G a u g e r e g u l a r

P r e s s u r e g a u g e / d i a l g a u g e

1

1

1

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

G A U G E S ( C a l i b r a t i o n )

8 1

8 0

7 9

7 8

7 7

P C a o v m e p ,r e r C s o s n i v c e r e s t e t r b e n l g o c t k h s o e f t h c o . l i l n o / c w u b n r i i c t k w s e , i g h t

U n i t W e i g h t

A b s o r p t i o n

C o m p r e s s i v e s t r e n g t h o f R o a d K e r b S t o n e

P C a o v m e p ,r e r C s o s n i v c e r e s t e t r b e n l g o c t k h s o e f t h c o . l l o w b r i c k s ,

3

3

3

3

3

T k .

T k .

T k .

T k .

T k .

H O L L O W / S P E C I A L B R I C K B L O C K S

1

S L .N o .

2


5

1 0 3

S S a m i z e p l e

T k .

T k .

T k . 2 5 0 0 . 0 0

4

H B R I

7 6

7 5

7 4

7 3

A c i d R e s i s t a n c e ( V i t r i o l )

U n i t w e i g h t

S i z e a n d s h a p e

E f f l o r e s c e n c e

5

5

T k .

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

2 0 0 0 . 0 0

T k . 1 7 5 0 0 . 0 0

T k . 8 5 0 0 . 0 0

T k . 7 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 3 7 0 0 . 0 0

T k .

T k . 3 3 1 0 0 . 0 0

T k . 5 4 0 0 . 0 0

T k . 6 1 0 0 . 0 0

T k . 4 3 0 0 . 0 0

T k . 2 4 0 0 . 0 0

T k . 4 4 0 0 . 0 0

T k . 3 6 0 0 . 0 0

T k .

-

T k . 6 0 0 0 0 . 0 0

-

T k . 6 1 0 0 . 0 0

T k . 3 1 0 0 . 0 0

T k . 4 8 0 5 0 . 0 0

B R T C , B U E T

T k . 1 2 0 0 0 . 0 0

T k . 7 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k .

T k .

-

T k . 5 0 0 0 . 0 0

T k .

-

T k . 2 0 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 5 3 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 4 0 6 0 0 . 0 0

C R T S , K U E T

T k . 6 5 0 0 . 0 0

T k . 5 5 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k .

T k .

-

T k . 4 0 0 0 . 0 0

T k .

-

T k . 2 1 0 0 0 . 0 0

-

T k . 2 2 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 6 5 0 0 . 0 0

T k . 2 3 0 0 . 0 0

T k . 2 3 0 0 . 0 0

T k . 3 0 0 0 . 0 0

D C E , R U E T

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

1 8 0 0 . 0 0

2 8 1 0 0 . 0 0

-

7

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

9 0 0 0 . 0 0

6 5 0 0 . 0 0

5 5 0 0 . 0 0

4 5 0 0 . 0 0

3 0 0 0 . 0 0

2 5 0 0 0 . 0 0

4 5 0 0 . 0 0

-

3 5 0 0 . 0 0

3 0 0 0 . 0 0

2 5 0 0 . 0 0

3 5 0 0 . 0 0

9

-

2 0 0 0 0 . 0 0

B R T C , C U E T

-

T k . 7 9 0 0 . 0 0

T k . 6 6 0 0 . 0 0

T k . 5 7 0 0 . 0 0

T k . 3 7 0 0 . 0 0

T k . 5 0 0 0 0 . 0

T k . 3 0 0 0 0 . 0

T k . 5 4 0 0 . 0 0

-

T k . 4 0 0 0 . 0 0

T k . 3 1 0 0 . 0 0

T k . 4 1 5 0 0 0 . 0 0

D C E , D U E T

-

-

-

-

-

-

-

-

-

R A T E

C R T C , S U S T

1 8 0 0 . 0 0

-



1 1 0

1 0 9

1 0 8

1 0 7

1 0 6

1 0 5

1 0 4

1 0 3

1 0 2

1 0 1

1 0 0

I m p a c t

H a r d n e s s ( r o c k - w e l l )

S h e a r t e s t

R e - b e n d t e s t ( a b o v e 2 5 m m )

B e n d t e s t ( a b o v e 2 5 m m )

R e - b e n d t e s t ( u p t o 2 5 m m )

B e n d t e s t ( u p t o 2 5 m m )

T e n s i o n ( p l a i n b a r > 2 5 m m )

T e n s i o n ( d e f o r m e d b a r > 2 5 m m )

T e n s i o n ( p l a i n b a r u p t o 2 5 m m )

3

3

3

3

3

3

3

3

3

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

9 0 0 . 0 0

-

-

-

-

9 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k .

-

T k . 1 9 0 0 . 0 0

T k . 1 3 0 0 . 0 0

T k . 1 7 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 1 2 0 0 . 0 0

T k . 2 , 3 5 2 . 3 8

T k . 1 8 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 1 2 0 0 . 0 0

T k .

T k .

T k .

T k .

S T E E L

9 9

9 8

9 7

9 6

9 5

T e n s i o n ( d e f o r m e d b a r u p t o 2 5 m m )

I n - s i t u p i p e t e s t i n g e x c l u d i n g f i e l d v i s i t *

P i p e s ( d i a a b o v e 1 2 0 0 m m & u p t o 1 5 2 4 m m )

P i p e s ( d i a a b o v e 9 0 0 & u p t o 1 2 0 0 m m )

P i p e s ( d i a a b o v e 6 0 0 & u p t o 9 0 0 m m )

P i p e s ( d i a u p t o 6 0 0 m m )

3

3

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

R C C P I P E S ( M a x . l e n g t h o f p i p e i s 2 ' - 6 " )

1

S L .N o .

2


1

1 3

S S a m i z e p l e

T k .

T k .

9 4

9 3

9 2

9 1

V i b r a t i o n M a c h i n e

B l a i n e A p p a r a t u s

B a l a n c e u p t o 2 0 k g

D y n a m o m e t e r

T k .

T k .

4

H B R I

-

-

-

-

-

-

-

-

-

-

-

-

-

T k . 1 2 0 0 . 0 0

T k .

T k . 3 7 0 0 . 0 0

T k .

T k . 2 5 0 0 . 0 0

T k . 8 7 0 0 . 0 0

T k . 1 3 0 0 0 . 0 0

T k . 1 0 2 0 0 . 0 0

T k . 7 9 0 0 . 0 0

T k . 7 2 0 0 . 0 0

T k . 1 5 0 0 0 . 0 0

T k . 1 5 0 0 0 . 0 0

T k . 9 7 0 0 . 0 0

T k . 1 0 7 0 5 0 . 0 0

B R T C , B U E T

T k .

T k .

T k .

T k .

1 6 0 0 . 0 0

1 0 0 0 . 0 0

-

T k . 3 5 0 0 . 0 0

-

T k . 2 4 0 0 . 0 0

T k . 8 0 0 0 . 0 0

T k . 1 2 0 0 0 . 0 0

T k . 1 0 0 0 0 . 0 0

T k . 7 5 0 0 . 0 0

T k . 7 0 0 0 . 0 0

T k . 9 0 0 0 . 0 0

T k . 9 0 0 0 . 0 0

T k . 9 0 0 0 . 0 0

T k . 1 0 0 6 0 0 . 0 0

C R T S , K U E T

T k . 1 2 0 0 . 0 0

T k . 1 0 0 0 . 0 0

T k . 1 0 0 0 . 0 0

T k . 2 4 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k .

T k . 6 0 0 0 . 0 0

T k . 4 5 0 0 . 0 0

T k .

-

T k . 6 5 0 0 . 0 0

T k . 6 5 0 0 . 0 0

T k . 9 0 0 0 . 0 0

7

-

T k . 8 0 0 0 . 0 0

D C E , R U E T

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k . 8

C R T C , S U S T

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

3 0 0 0 . 0 0

2 0 0 0 . 0 0

3 5 0 0 . 0 0

1 5 0 0 . 0 0

1 1 0 0 . 0 0

1 4 0 0 . 0 0

1 0 0 0 . 0 0

-

2 2 0 0 . 0 0

-

8 0 0 0 . 0 0

9 0 0 0 . 0 0

9

-

3 0 0 0 . 0 0

B R T C , C U E T

-

T k . 1 6 5 0 . 0 0

T k . 1 1 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 1 0 0 0 . 0 0

-

T k . 1 1 0 0 0 0 0 . 0

D C E , D U E T

T k . 3 5 0 0 . 0 0

-

-

T k . 3 5 0 0 . 0 0

-

T k . 2 4 0 0 . 0 0

-

-

-

-

-

-

-

-

-

-

-

-

-


R A T E


1 2 9

1 2 8

1 2 7

1 2 6

1 2 5

1 2 4

1 2 3

L i q u i d l i m i t / P l a s t i c L i m i t

S h r i n k a g e l i m i t

L i n e a r s h r i n k a g e

H y d r o m e t e ,r s i e v e a n a l y s i s & s p . g r

S p . g r .

e ( F x 8 e i c s p l l o d u d t d i + n 2 e n g p r s f i i o t e c y l t d o v r i + s 2 i s t * e i v e s / H y d r o m e t e r

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

S O I L

T I L E S

1 2 2

1 2 1

1 2 0

1 1 9

C B R o f s o i l s ( t h r e e p o i n t s )

W r a p e

F l e x u r a l

A b s o r p t i o n

S i z e a n d s h a p e

1

5

5

5

5

3

3

3

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

A n g l e / P l a t e

S t r a n d

H .T . W i r e

W e i g h t

T e n s i o n ( e y e - h o o k s , a n c h o r b o l t )

S p r i n g t e s t

D e f o r m a t i o n m e a s u r e m e n t

3

1

1

T k .

T k .

T k .

-

-

T k . 6 2 0 0 . 0 0

T k . 3 3 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 0 0 5 0 0 . 0 0

B R T C , B U E T

T k . 4 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 8 0 0 0 . 0 0

6

C R T S , K U E T

T k . 3 0 0 0 . 0 0

T k . 2 4 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 7 0 0 0 . 0 0

7

D C E , R U E T

T k .

T k .

T k .

T k . 8

-

-

6 5 0 0 . 0 0

C R T C , S U S T

T k .

T k .

T k .

T k .

1 0 0 0 . 0 0

4 0 0 0 . 0 0

2 5 0 0 . 0 0

-

7 0 9 0 0 . 0 0

-

T k . 5 0 0 0 . 0 0

T k . 3 3 0 0 . 0 0

T k . 3 3 0 0 . 0 0

T k . 8 1 7 0 0 0 . 0 0

-

-

-

-

T k . 4 4 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 2 2 0 0 . 0 0

T k . 6 6 0 0 . 0 0

T k . 2 3 0 0 . 0 0

T k .

T k . 2 4 0 0 0 . 0 0

T k .

T k . 2 9 0 0 . 0 0

T k . 3 1 0 0 . 0 0

T k . 2 2 0 0 . 0 0

T k .

T k . 1 4 4 0 0 . 0 0

T k . 8 0 0 0 . 0 0

T k .

T k . 3 6 0 0 . 0 0

T k . 1 7 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 5 5 0 0 . 0 0

T k . 2 1 0 0 . 0 0

T k .

T k .

T k . 3 1 0 0 . 0 0

T k . 2 2 0 0 . 0 0

T k . 1 3 0 0 0 . 0 0

T k . 7 0 0 0 . 0 0

T k .

-

T k . 2 9 0 0 . 0 0

T k .

-

T k . 2 2 5 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 4 5 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 1 6 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

-

-

-

-

T k . 3 6 0 0 . 0 0

T k .

-

T k . 8 5 0 0 . 0 0

7 5 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

-

-

-

-

-

-

9 0 0 . 0 0

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

3 0 0 0 . 0 0

2 0 0 0 . 0 0

2 5 0 0 . 0 0

-

-

-

T k . 7 5 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

3 0 0 0 . 0 0

1 5 0 0 . 0 0

1 8 0 0 . 0 0

4 5 0 0 . 0 0

2 0 0 0 . 0 0

6 0 0 0 . 0 0

1 7 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 4 6 0 0 . 0 0

T k . 1 9 0 0 . 0 0

-

T k . 2 0 0 0 0 . 0

T k .

-

-

-

-

-

-

-

H B R I

-

-

-

4

6 , 0 0 0 . 0 0

1 0 0 0 . 0 0

-

-

T k .

1 1 1

-

6 0 0 0 . 0 0

T k .

1 1 2

-

1 6 0 0 . 0 0

S S a m i z e p l e

1 1 3

-

4 0 0 0 . 0 0

3

1 1 4

-

1 5 0 0 . 0 0

3

1 1 5

-

1 5 0 0 . 0 0

3

1 1 6

-

1 0 0 0 0 . 0 0

2


1 1 7

-

-

S t r e s s - s t r a i n c u r v e s ( m o d u l u s o f e l a s t i c i t y )

1 1 8

-

-

1

S L .N o .

-

-

B R T C , C U E T

D C E , D U E T


R A T E


1

S L .N o .

2


1

1 3

S S a m i z e p l e

T k .

T k .

1 5 0

1 4 9

1 4 8

1 4 7

1 4 6

1 4 5

1 4 4

1 4 3

1 4 2

1 4 1

1 4 0

1 3 9

1 3 8

1 3 7

1 3 6

1 3 5

1 3 4

1 3 3

1 3 2

1 3 1

1 3 0

U n c o n s o l i d a t e d q u i c k t e s t ( d i r e c t s h e a r t e s t )

U n c o n f i n e d c o m p r e s s i o n t e s t

p C o o r n e p s o r l i e s d s a t u e r d e u n - d r a i n e d t r i - a x i a l t e s t w i t h o u t

p C o o r n e p s o r l i e s d s a t u e r d e u n - d r a i n e d t r i - a x i a l t e s t w i t h

C o n s o l i d a t e d q u i c k t e s t ( d i r e c t s h e a r t e s t )

C o n s o l i d a t e d d r a i n e d t r i - a x i a l t e s t

C o n s o l i d a t e d d r a i n t e s t ( d i r e c t s h e a r t e s t )

O n e d i m e n s i o n a l C o n s o l i d a t i o n ( e - l o g p )

O n e d i m e n s i o n a l C o n s o l i d a t i o n ( f u l l )

s P a e m r p m l e e a b i l i t y - f a l l i n g h e a d f o r n o n - c o h e s i v e

P e r m e a b i l i t y ( c o h e s i v e )

S a n d e q u i v a l e n t t e s t

G r a i n S i z e A n a l y s i s b y w a s h s i e v i n g

G r a i n S i z e A n a l y s i s

L o s s o n i g n i t i o n

O r g a n i c m a t t e r c o n t e n t

M o i s t u r e c o n t e n t

V o i d r a t i o ( S p . G r . & U n i t W t . )

U n i t w e i g h t ( w e t & d r y )

M o d i f i e d p r o c t o r

S t a n d a r d p r o c t o r

3

1

3

3

3

3

3

1

1

1

1

1

1

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k . 1 0 5 0 . 0 0

T k .

T k .

-

-

T k . 1 1 0 0 . 0 0

T k . 3 6 0 0 . 0 0

T k .

T k .

T k .

4

H B R I

-

-

T k . 2 2 0 0 . 0 0

T k . 1 6 5 0 0 . 0 0

T k . 1 3 0 5 0 0 . 0 0

B R T C , B U E T

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k .

T k . 9 0 0 0 . 0 0

T k . 4 6 0 0 0 . 0 0

T k . 5 2 0 0 0 . 0 0

T k .

T k . 1 5 5 0 0 . 0 0

T k . 2 2 0 0 0 . 0 0

T k .

T k . 9 5 0 0 . 0 0

T k . 2 4 0 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k .

-

T k . 3 3 0 0 . 0 0

T k .

-

T k . 5 2 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 8 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

-

-

-

-

-

T k . 8 5 0 0 . 0 0

T k . 2 0 0 0 0 . 0 0

T k . 4 5 0 0 . 0 0

T k .

-

T k . 1 8 0 0 0 . 0 0

-

T k . 3 2 0 0 . 0 0

T k . 2 2 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 0 0 0 . 0 0

T k . 3 3 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 1 2 0 0 0 . 0 0

T k . 1 0 0 6 0 0 . 0 0

C R T S , K U E T

T k . 4 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 2 0 0 0 0 . 0 0

T k . 2 0 0 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 2 5 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 1 1 0 0 0 . 0 0

T k .

T k .

T k . 1 8 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 2 3 0 0 . 0 0

T k . 3 0 0 0 . 0 0

7 5 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k . 5 0 0 0 . 0 0

7

-

T k . 3 8 0 0 . 0 0

T k .

-

T k . 5 0 0 0 . 0 0

D C E , R U E T

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

-

-

-

-

-

-

-

-

-

2 0 0 0 . 0 0

-

-

-

8 0 0 . 0 0

2 5 0 0 . 0 0

1 6 0 0 . 0 0

6 5 0 0 . 0 0

6 5 0 0 . 0 0

8

-

3 5 0 0 . 0 0

C R T C , S U S T

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

4 5 0 0 . 0 0

3 5 0 0 . 0 0

2 2 0 0 0 . 0 0

2 3 0 0 0 . 0 0

5 5 0 0 . 0 0

2 8 0 0 0 . 0 0

7 0 0 0 . 0 0

1 4 0 0 0 . 0 0

-

5 5 0 0 . 0 0

1 2 0 0 0 . 0 0

4 0 0 0 . 0 0

-

2 5 0 0 . 0 0

2 7 0 0 . 0 0

1 0 0 0 . 0 0

3 0 0 0 . 0 0

2 0 0 0 . 0 0

8 0 0 0 . 0 0

7 0 9 0 0 . 0 0

-

T k . 6 0 0 0 . 0 0

-

T k . 1 0 0 0 0 . 0

T k . 6 0 0 0 . 0 0

T k . 1 0 0 0 0 . 0

T k . 8 0 0 0 . 0

T k . 1 8 0 0 0 . 0

-

T k . 2 7 0 0 . 0 0

T k . 9 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 1 2 0 0 0 . 0

T k . 9 5 0 0 . 0 0

-

-

-

-

-

-

-

T k . 2 4 0 0 . 0 0

-

-

1 0

B R T C , C U E T

D C E , D U E T


R A T E


1 6 7

1 6 6

1 6 5

1 6 4

1 6 3

1 6 2

1 6 1

1 6 0

1 5 9

1 5 8

1 5 7

1 5 6

1 5 5

1 5 4

1 5 3

e S l t o i n r g p w a / t i i d o e n - ) w i d t h t e n s i l e t e s t ( t e n s i l e

H o r i z o n t a l w a t e r p e r m e a b i l i t y t e s t .

W a t e r p e r m e a b i l i t y b y p e r m i t t i v i t y

V e r . p e r m e a b i l i t y u n d e r 2 k N 2 / m P r e s s u r e

k V N e 2 r . / m p e r m e a b i l i t y u n d e r 2 k N 2 / m a n d 2 0 0

U n i t w e i g h t / m a s s

T r a p e z o i d a l t e a r i n g s t r e n g t h

T h i c k n e s s

S e a m s t r e n g t h

p H r o e s r s .w u a r t e e r p e r m e a b i l i t y u n d e r 2 k N / m 2

G r a b t e n s i l e t e s t

C o n e p e n e t r a t i o n t e s t

I n d e x p u n c t u r e r e s i s t a n c e o r C B R p u n c t u r e

B u r s t t e s t i n d e x

o A r p p p o a r e r e n s t i z / e e f f e c t i v e o p e n i n g s i z e ( A O S / E O S )

3

3

3

3

3

3

3

3

3

3

3

3

3

3

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

3

T k .

G E O T E X T I L E S

1 5 2

1 5 1

M a x . a n d M i n d e n s i t y o f c o h e s i o n l e s s s o i l

( w U n i c t h o o n u s t o p l i o d r a e t p e r d e s u s n - u d r a r e ) i n e d t r i - a x i a l t e s t

3

3

T k .

1

S L .N o .

2


3

S S a m i z e p l e

T k . 4

H B R I

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k . 5 8 0 0 . 0 0

T k .

T k . 4 8 0 0 . 0 0

T k . 5 8 0 0 . 0 0

T k . 9 4 0 0 . 0 0

T k . 2 3 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 1 4 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 1 0 5 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 3 6 0 0 . 0 0

T k . 3 6 0 0 . 0 0

T k . 3 6 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 9 0 0 0 . 0 0

T k . 2 4 0 0 5 0 . 0 0

B R T C , B U E T

T k . 5 0 0 0 . 0 0

T k . 9 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 9 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 1 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k .

-

T k . 4 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 8 0 0 0 . 0 0

T k . 2 0 0 6 0 0 . 0 0

C R T S , K U E T

T k . 3 5 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 4 5 0 0 . 0 0

T k . 7 0 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k . 1 0 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 9 0 0 0 . 0 0

7

D C E , R U E T

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k . 8

C R T C , S U S T

9

B R T C , C U E T

1 0

D C E , D U E T

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

1 9 0 0 . 0 0

-

1 2 0 0 . 0 0

-

4 0 0 0 . 0 0

-

3 0 0 0 . 0 0

4 0 0 0 . 0 0

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k . 7 5 0 0 . 0 0

-

-


R A T E


E l a s t o m e r i c B e a r i n g s

1 8 1

1 8 0

1 7 9

1 7 8

1 7 7

1 7 6

1 7 5

1 7 4

1 7 3

T e n s i o n t e s t o f f i b e r g l a s s s t r a i n e r / p i p e s

L o a d t e s t o n m a n - h o l e c o v e r ( > 1 8 i n c h d i a )

L o a d t e s t o n m a n - h o l e c o v e r ( < 1 8 i n c h d i a )

F l e x u r e t e s t o f t i m b e r

6 D 0 e 0 s ' g i ) i n n c o . f 1 d 1 e n o e s p s t a u n b d e - w t e e s l t l ( d e p t h a b o v e

i n D c e 8 s i n g o n s o f s d a n e d e p t e t s u t b e - w e l l ( d e p t h u p t o 6 0 0 ' )

C o m p r e s s i o n o f t i m b e r

C o m p r e s s i o n o f f i b r e g l a s s ( o n e s a m p l e )

T e n s i o n t e s t s o n B o l t , h o o k s

1

1

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

-

-

-

-

-

T k .

-

T k . 8 7 0 0 . 0 0

T k . 7 9 0 0 . 0 0

T k . 1 9 7 0 0 . 0 0

T k . 4 0 0 0 0 . 0 0

T k . 3 3 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

4 8 0 0 . 0 0

7 9 0 0 . 0 0

7 2 0 0 . 0 0

T k . 1 9 2 0 0 . 0 0

-

-

T k . 3 0 0 0 . 0 0

T k . 5 5 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 5 5 0 0 . 0 0

T k .

T k .

-

T k .

T k .

T k .

T k .

T k .

-

O T H E R S

1 7 2

1 7 1

1 7 0

1 6 9

1 6 8

C o m p r e s s i o n s t i f f n e s s

C o m p r e s s i o n s e t

F l e x u r e

H a r d n e s s

T e n s i o n

3

1

1

5

1

5

T k .

T k .

T k .

T k .

T k .

T k .

-

-

-

-

-

-

-

T k .

T k .

T k . 4 1 0 0 . 0 0

T k . 4 1 0 0 . 0 0

T k . 2 2 0 0 . 0 0

T k . 3 5 0 0 . 0 0

-

-

T k . 5 7 0 0 . 0 0

T k . 8 8 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 5 0 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k .

-

T k . 9 0 0 0 . 0 0

-

T k . 4 0 0 0 . 0 0

T k . 3 5 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

6 5 0 0 . 0 0

6 0 0 0 . 0 0

-

4 7 0 0 . 0 0

3 4 0 0 . 0 0

3 4 0 0 . 0 0

-

2 9 0 0 . 0 0

-

-

-

-

-

-

-

T k .1 9 5 0 0 . 0 0

T k . 4 0 0 0 0 . 0 0

T k . 3 3 0 0 0 . 0 0

T k . 8 8 0 0 . 0 0

-

-

-

-

-

-

-

-

R u b b e r / P l a s t i c / P V C m a t e r i a l s

M I S C E L L L A N E O U S

1

S L .N o .

2


3

S S a m i z e p l e

4

H B R I

5

B R T C , B U E T

6

C R T S , K U E T

7

D C E , R U E T

8

C R T C , S U S T

9

B R T C , C U E T

1 0

D C E , D U E T


R A T E


1 9 2 W a t e r ( D r i n k + A s ) , T o t a l P a c k a g e F e e

D r i n k i n g W a t e r

W A T E R

1 9 1

1 9 0

1 8 9

1 8 8

1 8 7

1 8 6

1 8 5

1 8 4

1 8 3

1 8 2

A s h c o n t e n t

D p n D u m 4 a r m i 0 a e 1 l l b n 4 e e s l r i & o i s m n a , t h l e c i l k t e a s s n t t o e ( m s s e x e o t r f e r t n h s i t e a c l k e n l a n e p l d s a s t i n , e t A s e S , r n T e l a M a l s ) t o g m i v i n e g r

s T u e b s s t t f r o a r t e d s e , t A e S r m T i M n i n D g 4 t 2 h 9 e a d h e s i o n o n r i g i d

a T i r e o s v t f e o n r , u A r S b T b M e r D d u 5 a r 7 3 b i l i t y - d e t e r i o r a t i o n i n a n

D D 2 e 2 t 4 e 0 r m i n a t i o n o f d u r o m e t e r h a r d n e s s , A S T M

T e s t f o r c o m p r e s s i o n s e t , A S T M D 3 9 5

D D 4 e 0 t 1 e 4 r m i n a t i o n o f s h e a r m o d u l u s , A S T M

b s L r e o i t d n g e l g e a l d s m u , r A i n a S a t i o T t n M e d c D e o 4 l m 0 a p 1 s r m e 4 t e s s r i i o c n b t e e a s r i n t g o n s p f l o a r i n a n d

b s S r h e o i t d g e r l t e a d s l , m u r A i n a S a t i T t o n M e d c D e o l m 4 a 0 s t p 1 o r 4 m e s s e i r i o c n b t e e a s t r i o n g n s p l f a o r i n a n d

A e V l u S a l T s c t M o a n m D e i z 4 r e 1 i d 2 n r u t e b n b s e i r o n a n & d e t h l e o n m g r a o t p i o a n l a s i t t b c r e a k

1

1

1

1

3

1

4

3

1

1

3

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

1

S L .N o .

2


3

S S a m i z e p l e

4

H B R I

-

-

-

-

-

-

-

-

-

-

-

T k . 8 5 0 0 . 0 0

T k . 9 6 0 0 . 0 0

T k . 5 7 0 0 . 0 0

T k .

T k .

T k . 8 8 0 0 . 0 0

T k .

-

T k . 8 8 0 0 . 0 0

T k .

-

T k . 3 7 0 0 . 0 0

-

-

T k . 9 4 0 5 0 . 0 0

B R T C , B U E T

T k .

T k .

-

T k . 3 0 0 0 . 0 0

T k . 3 7 0 0 . 0 0

T k . 3 7 0 0 . 0 0

T k . 5 6 0 0 . 0 0

T k . 8 8 0 0 . 0 0

T k . 2 6 0 0 0 . 0 0

T k . 2 0 5 0 0 . 0 0

T k . 8 0 0 0 . 0 0

6

-

T k . 5 8 0 0 . 0 0

C R T S , K U E T

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k . 7

D C E , R U E T

8

C R T C , S U S T

-

-

-

-

-

-

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

-

-

-

-

-

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

7 0 0 0 . 0 0

3 0 0 0 . 0 0

1 9 0 0 . 0 0

-

3 7 0 0 . 0 0

-

7 3 0 0 . 0 0

7 3 0 0 . 0 0

9 0 0 0 . 0 0

4 5 0 0 . 0 0

4 5 9 0 0 . 0 0

T k . 8 5 0 0 . 0

-

-

-

-

-

-

-

-

-

-

1 0

B R T C , C U E T

D C E , D U E T


R A T E


2 1 1 w B i a o t - e c r h e m i c a l O x y g e n D e m a n d ( B O D ) - d r i n k i n g

1

T k .

P o l l u t i o n S t u d y

3

S S a m i z e p l e

2 0 7

2 0 6

2 0 5

2 0 4

2 0 3

2 0 2

2 0 1

2 0 0

1 9 9

1 9 8

1 9 7

1 9 6

1 9 5

1 9 4

1 9 3

S o d i u m ( N a ) d e n s i t y ( S A R )

M a g n e s i u m ( M g )

T o t a l c o l i f o r m ( T C )

F a e c a l C o l i f o r m ( F C )

T u r b i d i t y

A r s e n i c ( A s )

T o t a l d i s s o l v e d s o l i d s ( T D S )

T o t a l h a r d n e s s

A l k a l i n i t y / B i c a r b o n a t e

N i t r a t e - N i t r o g e n ( N O 3 - N )

M a n g a n e s e ( M n )

I r o n ( F e )

F l u o r i d e ( F l )

C h l o r i n e ( C l )

C a r b o n d i o x i d e ( C O 2 ) / A c i d i t y

C o l o r ( f i l t e r e d )

p H / H y d r o g e n I o n d e n s i t y

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

2 0 0 0 . 0 0

3 0 0 0 . 0 0

2 0 0 0 . 0 0

T k .

T k .

T k .

T k .

7 0 0 . 0 0

-

6 0 0 . 0 0

8 0 0 . 0 0

3 0 0 . 0 0

-

4 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

1 0 0 0 . 0 0

1 0 0 0 . 0 0

5 0 0 . 0 0

7 0 0 . 0 0

1 2 0 0 . 0 0

1 1 0 0 . 0 0

6 0 0 . 0 0

8 0 0 . 0 0

3 0 0 . 0 0

5 0 0 . 0 0

4 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

7 0 0 . 0 0

5 0 0 . 0 0

T k . 1 2 0 0 . 0 0

T k .

6 0 0 . 0 0

T k . 1 4 0 0 . 0 0

T k .

3 0 0 . 0 0

T k . 1 5 0 0 . 0 0

7 5 0 . 0 0

7 0 0 . 0 0

3 0 0 . 0 0

3 0 0 . 0 0

3 0 0 . 0 0

T k . 7 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k . 1 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

6 0 0 . 0 0

-

T k . 1 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 4 , 5 0 0 . 0 0

T k . 1 7 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k .

4 0 0 . 0 0

T k . 1 4 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

4 0 0 . 0 0

T k .

-

1 5 0 0 . 0 0

7 5 0 . 0 0

6 0 0 . 0 0

2 0 0 . 0 0

-

-

2 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

4 0 0 . 0 0

1 5 0 0 . 0 0

9 0 0 . 0 0

8 0 0 . 0 0

5 0 0 . 0 0

6 0 0 . 0 0

T k . 1 7 0 0 . 0

T k . 1 0 0 0 . 0

T k . 1 0 0 0 . 0

T k .

T k .

7 0 0 . 0 0

7 0 0 . 0 0

-

T k . 1 3 0 0 . 0

D C E , D U E T

T k .

T k . 1 0 0 0 . 0 0

T k . 1 3 0 0 . 0

T k . 1 1 1 0 0 0 0 . 0

T k .

7 0 0 . 0 0

T k . 1 7 0 0 . 0 0

T k . 2 2 0 0 . 0 0

-

9

B R T C , C U E T

T k .

T k .

-

8

C R T C , S U S T

T k .

T k . 1 3 0 0 . 0 0

-

7

D C E , R U E T

-

T k . 1 3 0 0 . 0 0

-

C R T S , K U E T

-

T k .

T k .

T k . 1 0 0 6 0 0 . 0 0

-

T k . 4 5 0 0 . 0 0

T k .

B R T C , B U E T

-

T k .

-

T k . 1 1 0 5 0 0 . 0 0

-

-

1 0 0 0 . 0 0

H B R I

-

-

-

4

-

-

-

T k .

1 0 0 0 . 0 0

-

T k . 2 0 0 0 . 0

1

2 0 8

-

1 8 0 0 . 0 0

2


2 0 9

-

T k .

F W e a e t e r ( D r i n k + A s + T C & F C ) , T o t a l P a c k a g e

2 1 0

-

1 2 0 0 . 0 0

1

S L .N o .

T k . 4 0 0 . 0

-

2 0 0 . 0 0

-

2 0 0 . 0 0

-

-

T k .

T k .

T k .

T k .

T k .

T k .

1 5 0 0 . 0 0

1 3 0 0 . 0 0

5 0 0 . 0 0

8 0 0 . 0 0

3 0 0 . 0 0

5 0 0 . 0 0

4 0 0 . 0 0

T k . 1 7 0 0 . 0

T k .

T k .

T k .

T k .

T k .

T k .

8 0 0 . 0 0

6 0 0 . 0 0

8 0 0 . 0 0

3 0 0 . 0 0

5 0 0 . 0 0

4 0 0 . 0 0


-

-

T k .

-

R A T E


M i s c e l l a n e o u s P a r a m e t e r s

2 3 1

2 3 0

2 2 9

2 2 8

2 2 7

2 2 6

2 2 5

2 2 4

2 2 3

2 2 2

2 2 1

2 2 0

2 1 9

2 1 8

2 1 7

S u l p h i t e ( S O 3 )

P h o s p h a t e c o n t e n t ( P O 4 )

M e r c u r y ( H g )

I o d i n e c o n t e n t ( I )

H y d r o g e n S u l p h i d e ( H 2 S )

B r e a k - p o i n t C h l o r i n a t i o n

F r e e C h l o r i n e c o n t e n t , C l 2

T o t a l C h l o r i n e c o n t e n t , C l 2

B r o m i n e c o n t e n t ( B r )


A l u m i n i u m ( A l )

N i t r a t e - N i t r o g e n ( N O 2 - N )

A m m o n i a - N i t r o g e n ( N H 3 - N )

C a r b o n a t e ( C O 3 )

S e l e n i u m ( S e )

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

1

S L .N o .

w B i a o t - e c r h e m i c a l O x y g e n D e m a n d ( B O D ) - w a s t e

2


1

3

S S a m i z e p l e

2 1 6

2 1 5

2 1 4

2 1 3

2 1 2

C o l o r ( S c a n n i n g )

S u l p h a t e ( S O 4 )

D i s s o l v e d O x y g e n ( D O )

D C i h c h e r m o i m c a a l t e O x y g e n D e m a n d ( C O D ) -

1

1

1

T k .

T k .

T k .

T k . 4

H B R I

5

B R T C , B U E T

C R T S , K U E T

-

-

-

-

-

-

-

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-

-

-

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-

-

-

-

-

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-

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T k .

T k .

T k . 4 7 0 0 . 0 0

T k .

T k .

T k .

T k .

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T k .

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7 0 0 . 0 0

7 0 0 . 0 0

7 0 0 . 0 0

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7 0 0 . 0 0

T k . 1 1 0 0 . 0 0

T k .

7 0 0 . 0 0

T k . 4 0 0 0 . 0 0

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8 0 0 . 0 0

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7 0 0 . 0 0

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-

-

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7 0 0 . 0 0

8 0 0 . 0 0

8 5 0 0 . 0 0

7 0 0 . 0 0

7 0 0 . 0 0

7 0 0 . 0 0

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4 0 0 0 . 0 0

1 0 0 0 . 0 0

6 0 0 . 0 0

-

T k . 2 0 0 0 . 0 0

T k . 2 3 6 0 0 . 0 0

T k . 3 8 0 0 . 0 0

T k .

T k .

T k .

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7 0 0 . 0 0

6 0 0 . 0 0

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T k .

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-

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9 0 0 . 0 0

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7 5 0 . 0 0

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T k . 4 5 0 0 . 0 0

6 0 0 . 0 0

T k .

T k .

T k .

-

6 0 0 . 0 0

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7 0 0 . 0 0

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T k .

8 0 0 . 0 0

8 0 0 . 0 0

9 0 0 . 0 0

-

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T k .

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-

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4 0 0 . 0 0

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T k .

T k .

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6 0 0 . 0 0

5 0 0 . 0 0

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7 0 0 . 0

6 0 0 . 0

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6 0 0 . 0 0

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6 0 0 . 0 0

6 0 0 . 0 0

6 0 0 . 0 0

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T k .

T k .

T k .

T k .

T k .

T k .

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-

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6 0 0 . 0 0

6 0 0 0 . 0 0

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T k .

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8 0 0 . 0 0

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6 0 0 . 0 0

8 0 0 . 0 0

7 8 0 0 . 0 0

6 0 0 . 0 0

6 0 0 . 0 0

6 0 0 . 0 0

1 5 0 0 . 0 0

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6 0 0 . 0 0

1 0 0 0 . 0 0

1 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

7 0 0 . 0

8 0 0 . 0

7 0 0 . 0

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7 0 0 . 0 0

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9 0 0 . 0

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-

-

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7

D C E , R U E T

8

C R T C , S U S T

9

B R T C , C U E T

1 0

D C E , D U E T

-

-

T k .

-

-


R A T E


2 5 0

2 4 9

2 4 8

2 4 7

2 4 6

2 4 5

A m m o n i a - N i t r o g e n ( N H 3 - N )

O r g a n i c m a t t e r ( W e t C o m b u s t i o n M e t h o d )

O r g a n i c m a t t e r f o r s o l i d , s l u d g e

E l e c t r i c a l c o n d u c t i v i t y ( E C )

B o r o n ( B )

p H

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

E n v i r o n m e n t a l Q u a l i t y o f S o i l

2 4 4

2 4 3

2 4 2

2 4 1

2 4 0

2 3 9

2 3 8

2 3 7

2 3 6

2 3 5

2 3 4

2 3 3

2 3 2

L E e x a t r c a h c i n t i g o n P o r f o c T e C d L u P r ( e T ) o e x x i c c l u d C h i n a g a r m c t e e t r a s i l t i t e c s t

E x t r a c t i o n c h a r g e f o r s a l t

E x t r a c t i o n c h a r g e f o r o i l

P b o r C d r e l e a s e o f T a b l e w a r e

( T S S ) o r ( T S S + T D S )

T o t a l S o l i d s ( T S )

E l e c t r i c a l c o n d u c t i v i t y ( E C )

B o r o n ( B )

O r g a n i c M a t t e r

O i l a n d G r e a s e c o n t e n t i n W a s t e W a t e r

O i l a n d G r e a s e c o n t e n t i n W a t e r

B a / C a / C r / C u / C d / K / N a / N i / P b / Z n

S i l i c a - c o n t e n t ( S i O 2 )

1

1

1

1

1

1

1

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

1

S L .N o .

2


3

S S a m i z e p l e

4

H B R I

B R T C , B U E T

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k .

T k .

T k . 3 3 0 0 . 0 0

T k . 1 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

-

-

-

T k . 2 8 0 0 . 0 0

T k .

-

T k . 1 0 0 0 . 0 0

T k .

6 0 0 . 0 0

T k . 2 0 0 0 . 0 0

-

-

-

-

T k . 1 1 0 5 0 . 0 0

T k .

T k .

T k .

T k .

T k . 1 5 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 1 0 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k .

5 0 0 . 0 0

T k . 2 8 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 7 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k .

T k . 5 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k .

7 5 0 . 0 0

T k . 2 5 0 0 . 0 0

-

T k . 2 5 0 0 . 0 0

T k . 1 4 0 0 . 0 0

7 5 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

7 5 0 . 0 0

7 5 0 . 0 0

2 5 0 . 0 0

-

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T k .

T k .

T k .

T k .

T k .

T k .

T k .

1 2 0 0 . 0 0

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B R T C , C U E T

-

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T k . 1 1 0 1 0 0 . 0

D C E , D U E T

-

-

T k . 1 2 0 0 . 0 0

T k . 2 2 0 0 . 0 0

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T k . 1 0 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 1 1 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 5 0 0 . 0 0

T k . 7 5 0 . 0 0

T k . 2 7 0 0 . 0 0

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T k .

T k .

T k .

T k .

T k .

T k .

5 0 0 . 0 0 T k .

-

-

-

T k .

T k .

T k .

-

-

-

T k . 1 5 0 0 . 0 0

T k .

T k .

T k .

T k .

-

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T k .

T k .

T k .

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T k .

T k .

T k .

T k .

T k .

T k .

T k .

1 2 0 0 . 0 0

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2 4 0 0 . 0 0

8 0 0 . 0 0

2 7 0 0 . 0 0

5 0 0 . 0 0

2 0 0 0 . 0 0

2 0 0 0 . 0 0

1 6 0 0 . 0 0

9 0 0 . 0 0

-

T k . 3 0 0 0 . 0

-

T k . 2 0 0 0 . 0

-

-

T k . -

-

6 0 0 . 0

-

-

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9 0 0 . 0 0

T k . 1 0 0 0 . 0

6 0 0 . 0 0

T k .

-

-

T k .

T k . 2 8 0 0 . 0

6 0 0 . 0

2 1 0 0 . 0 0

-

-

-

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T k . 1 1 6 0 0 . 0 0 T k .


C R T S , K U E T

7

D C E , R U E T

8

C R T C , S U S T

R A T E


2 6 5

2 6 4

T T S C u w r i , b F i m C d i m , t i n F y , g e T , o P N t o O a l o l 3 S : , u p P s H O p , 4 e n A l k d a e l d i n S t i o y l i , C d s o , o C l h ,r l o r i d e ,

I n S C o o o l n r d i c g a s r e n , i C t i c n h M o l g : a r i p t d t e e ,H ,r ,A T S l u r O k b 4 a i l i d n i i t y t y , , T O o r t a g a l n D i s i c M s o a l v t t e e d ,r

1

1

T k .

T k .

P a r a m e t r i c A n a l y s i s o f W a t e r

2 6 3

2 6 2

e S x c a l m u d p l i i n n g g f f i o e r l d p h v y i s s i i t c * a l a n d c h e m i c a l A n a l y s i s

e S x c a l m u d p l i i n n g g f f i o e r l d B a v c i t s i e t r * o i l o g i c a l A n a l y s i s

1

1

T k .

T k .

S a m p l i n g

1

S L .N o .

2


1

1 3

S S a m i z e p l e

T k .

T k .

2 6 1

2 6 0

2 5 9

2 5 8

2 5 7

2 5 6

2 5 5

2 5 4

2 5 3

2 5 2

2 5 1

O i l a n d G r e a s e

O t h e r M e t a l s

T O C

( T T C o x L c i P C ) h a r a c t e r s t i c s L e a c h i n g P r o c e d u r e

C a , C d , C ,l K , M g , N a , P b

S u l p h i t e ( S O 3 )

M e r c u r y ( H g )


A l u m i n i u m ( A l )

E x c h a n g e a b l e S o d i u m ( N a )

P h o s p h a t e c o n t e n t ( P O 4 )

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

1

1

1

T k .

T k .

T k .

T k .

4

H B R I

5

B R T C , B U E T

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k . 2 2 0 0 . 0 0

T k .

T k . 5 2 0 0 . 0 0

T k . 2 2 0 0 . 0 0

T k .

T k .

T k .

-

-

-

T k . 2 2 0 0 . 0 0

T k . 4 5 0 0 . 0 0

T k . 2 5 0 0 . 0 0

T k . 2 5 6 0 0 . 0 0

C R T S , K U E T

7

D C E , R U E T

8

C R T C , S U S T

-

-

-

-

-

-

-

T k . 6 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

T k . 7 0 0 0 . 0 0

T k .

-

T k . 7 0 0 0 . 0 0

-

-

-

-

-

-

T k . 5 2 0 0 . 0 0

T k . 6 8 0 0 . 0 0

T k . 4 5 0 0 . 0 0

T k .

T k .

T k .

-

-

-

T k . 1 8 0 0 . 0 0

T k . 5 5 0 0 . 0 0

T k . 6 8 0 0 . 0 0

T k . 1 8 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 2 0 0 0 . 0 0

T k . 4 0 0 0 . 0 0

T k . 3 0 0 0 . 0 0

T k . 1 1 0 0 . 0 0

T k .

T k .

T k . 6 0 0 0 . 0 0

T k . 6 0 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

-

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T k .

T k .

-

-

T k . 6 5 0 0 . 0 0

T k . 6 5 0 0 . 0 0

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-

-

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-

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T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

T k .

2 0 0 0 . 0 0

1 5 0 0 . 0 0

4 3 0 0 . 0 0

2 2 0 0 . 0 0

3 8 0 0 . 0 0

2 7 0 0 . 0 0

2 6 9 0 0 . 0 0

-

T k . 6 5 0 0 . 0

T k . 6 5 0 0 . 0

-

-

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-

-

-

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-

-

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1 0

B R T C , C U E T

D C E , D U E T


R A T E


P i l e L o a d T e s t

2 7 4

2 7 3

S P M p e r t h r e e s p o t

( C O , S O , N O , C H 4 ) e x c l u d i n g v i s i t v i s i t

3

3

A i r P o l l u t i o n

-

-

-

-

-

-

-

-

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-

-

T k . 8 5 0 0 . 0

2


1

3

S S a m i z e p l e

2 7 1

2 7 0

2 6 9

2 6 8

2 6 7

2 6 6

T T p B o u H o t r , i a b l e l i A l r S d k i F t u y a e s , l p H i n e e a t i d n r y , W d d e n C a d e o t l e r S s o r ( o s e , , l x i T P c d - l s o u . t a A l k d l a i D n i i s l n g o s t i o y i l l v , & e M g d - r e S A l k a o a l l s i d n e s i : i ) , t y ,

T T p B o u H o t r , i a b l e l i A l r S d k i F t u y a e s , l p H i n e e a t i d n r y , W d d e n C a d e o t l e r S s o r ( o s i , , n l i T P c d o - l s t A u . a l d k i l a n D g i l i s n o s t i i l o y l v ,M & e g d - r e S A l k a o a s l i l e d n ) s i i : , t y ,

S C P o o a l l p i o d s ,r e r , T a F n e u r d , b i P M d i u n t l p , y S ,H ( i a G O r r o ,2 d C n u n O e s d 2 s w , o T o o d t a ) : l p D H i s s ,A o l l v k e a i d l n i t y ,

P D C O s i o 4 s o o l i l v n e g : d p S H o , l i H d s a r , d F n e e , s M s n ,T , u C r O b i D d i , y t ( K , M T n o O t a 4 l ) ,

H T a a r n d n n i n e g s : s p , H F e , , A M l k n a l i n i t y , C o l o ,r T u r b i d i t y ,

S ( H T O K a e M x r t 4 n d i n e l O e ) ( , s B T s o o , i C l t a h e r l e ) C m p h c i H l a , o r l A i O n l k e x a , y l C g i n i a e t , n y , F D T e e u , m r M b i n a n d , d i t S y i , O ,2

1

1

1

1

1

1

T k .

T k .

T k .

T k .

T k .

- -

-

-

-

-

-

T k .

T k .

T k .

T k .

T k .

T k .

- -

-

-

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T k .

T k .

T k .

T k .

T k .

T k .

-

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T k . 6 0 0 0 . 0 0

T k . 4 8 0 0 . 0 0

T k . 4 5 0 0 . 0 0

T k . 2 7 0 0 . 0 0

T k . 6 8 0 0 . 0 0

T k . 6 8 0 0 . 0 0

T k .

T k .

T k .

T k .

T k .

T k .

- -

-

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-

T k .

T k .

T k .

T k .

T k .

T k .

- -

T k . 1 3 5 0 0 . 0

C ( H T u K a e , M d r x T n n t i l e S O e . ) ( , s O T s n o , C l t a h y l e D C m y h c i e i l a n o r l g i O ) n e x p , y H N , O g e A l n k 3 , D a N e l n O m i i t 2 , a y F n ,T e d u , r M b i d n i , t y ,

2 7 2

T k . -

1

S L .N o .

-

-

-

-

-

-

-

-

-

-

4

H B R I

5

B R T C , B U E T

6

C R T S , K U E T

7

D C E , R U E T

8

C R T C , S U S T

9

B R T C , C U E T

1 0

D C E , D U E T

-

-


R A T E


1 / 2 " - 4 "

u P V C P i p e

2 8 6

2 8 5

2 8 4

2 8 3

2 8 2

F i e l d v i s i t r e m o t e a r e a

F i e l d v i s i t o u t s i d e g r a t e r D h a k a

F i e l d V i s i t w i t h i n g r e a t e r D h a k a

c S u t i t e t i n V g i / s s i c t a i n n s n d i i n g e / l D o h a a d k c a e ( f l l o ) r c o n c r e t e c o r e

S i t e V i s i t i n s i d e D h a k a

1

1

1

1

1

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

S i t e V i s i t

2 8 1

2 8 0

2 7 9

2 7 8

D S h o a i k l a b ) o i d r n e g p + t h R u e p l e t v o e 1 n 0 t 0 t ' - e s 0 " t ( p e r b o r e o u t s i d e

D S h o a i k l a b ) o i d r n e g p + t h R u e p l e t v o e 6 n 0 t ' - t e 0 " s t ( p e r b o r e o u t s i d e

D S h o a i k l a b ) o i d r n e g p + t h R u e p l e t v o e 1 n 0 t 0 t ' - e s 0 " t ( p e r b o r e i n s i d e

D S h o a i k l a b ) o i d r n e g p + t h R u e p l e t v o e 6 n 0 t ' - t e 0 " s t ( p e r b o r e i n s i d e

1

1

1

1

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

S o i l B o r i n g

2 7 7

2 7 6

P e r P i l e i n t e g r i t y t e s t b e y o n d 1 0 p i l e s

v P i i s l i e t a i n n e d t g t r r t i a n y s T p e o s r t t a u t i p o t n o & 1 o 0 v p e e r r s t a p i l y e c e o x s c t l s u d i n g

1

1

-

-

-

-

-

-

-

-

P i l e i n t e g r i t y T e s t

2 7 5 e T x e l s u d t i s n g u p f i e r e v l s i d i v o i n s i t a n d R e p o r t ( p e r p i l e )

1

-

-

-

-

T k . 3 5 0 0 0 . 0 0

-

-

-

-

-

-

-

-

1

S L .N o .

2


3

S S a m i z e p l e

4

H B R I

5

B R T C , B U E T

6

C R T S , K U E T

7

D C E , R U E T

8

C R T C , S U S T

9

B R T C , C U E T

1 0

D C E , D U E T


R A T E


3 0 8

3 0 7

3 0 6

3 0 5

3 0 4

3 0 3

3 0 2

3 0 1

3 0 0

2 9 9

2 9 8

2 9 7

2 9 6

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7 " - 8 "

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N O T E - 2 : C o n s u l t l a b o r a t o r y f o r t h e r a t e s o f t e s t i t e m s n o t f o u n d h e r e .

a c b s a N l t . O l .F .* * a p o y [ * T S i E l r a a F e i - n m e P 1 s d d l ( I p T f o - e a T s r T l k v i o a e p . s r 3 t i f s s e 8 t t f B , e r R p U u a 0 e r 0 c a a 0 : E t T i e t u t n i p s ) r p o e n e i : r d . e r c d e ( c p h a ) i a l r y D P e h f a g i l = e o e k r a T l k T o o v k C a . . e i d 2 2 r t n y t 5 0 0 g e i = s 0 0 h T t + 0 t k . b * p s 1 e w e r t a ,4 i s d t 0 o h a y , 0 n h m R 0 e t e ; o e p l m O n c e . o u a o t t n s e t d i l i A d e t a o i e r e s n a D t s h s a 1 % a w k ( i a o ) t h C f M i o p i n y v t i l t e e ( N s o r n o a s t i e l g o h v f l e e t e c e s r t t e s a n d : i w y g o t h = t n i h T s i t k t h n . a e D 4 y b h 4 ) = a a , 0 s k 0 T i a k s 0 . o C 2 i p f t 4 e y , i r 0 n - d 0 t e T a g k y 0 ; r ] N . i 7 t [ y 5 * e a r , 0 & r e D T s 0 r s u 0 i a l ; t t n O r s s i . u p c t s o t s i r d t , = e l T o D c k . h a 3 a l 7 k h , a o 0 C s 0 i p 0 t i w y t a t i T l i h k t i o . 1 e u ,1 s , t 5 a o v , 0 c e 0 c r 0 o m n ; i N m g h e o t a d s r a t a D t i y i o s a n t n r i ( c i n d t s c T T a k . k s 3 . e 1 o 0 , , 5 f 0 0 0 o 0 , v p 0 e 0 e r 0 n r a i d g n h a d t y F f s o a t a r r t y o h ) v e e e s t c r t . n D i a g i s r h e t t r i t c o s t t b a y T k e ; . p F 1 a r ,7 o t r v h 5 i e , d 0 e s 0 d t 0 b D ( i b y s ) t t r I h i n e c t t e s c g l i = r i e t n T y k t ] T . . 5 e 0 s , t 0 s 0 b 0 e w d i o t h n o e u o t n

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ANNEXURE

ANNEXURE-A


277

Annexure-A NOTES ON PLINTH AREA RATES (PLAR)

1.

PLAR are the rates to assess the cost of buildings when detail architectural and structural design are not available.

2.

PLAR are formulated by studying huge variables, data and assumptions only provide hints on the cost of construction over a couple of years.

3. A wide range variation of actual cost from PLAR directs to study (i) architectural & structural design (ii) site condition (iii) decision built up.

4.

Exclusive works related to high density of cost like glazed curtain wall, aluminium composite curtain wall/cladding are beyond the scope of PLAR.

5.

PLAR never resembles an actual cost; instead it’s a probabilistic cost for fund conformity after time dependent tender and agreement procedure to run a smooth project.

6.

PLAR costs for buildings are to be assessed after confirming the building category namely ‘standard’, ‘super’ and ‘special’.

7.

‘Special’ category for office buildings are to be decided by Chief Engineer, PWD and Chief Architect, Department of Architecture.

8.

PLAR includes 20.745% extra cost for providing contractor's profit, overhead charge and VAT.

SCOPE OF PLINTH AREA Plinth area is the area bounded by exterior perimeter of a floor or the perimeter formed by joining the lines on the outer faces of columns in the floor, including any area kept opening what so ever, except courtyard open to sky.

SCOPE OF BUILDING CATEGORY

The category of buildings should be understood by the terms standard, super, special on their usual meanings. But as a guide- Standard category of buildings is that, made in quality and provided with general basic facilities and finished components are mostly of local materials, bricks, sand, cement and lime based but a hygienic finish in toilets, lavatory & kitchen.

s

D w p * 1 N 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 7 6 5 4 3 2 1 Storey (basement shall be f t i e 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 r .M o = h s t e counted as storey) D c q a s r : e u m t p s t o f h o u t q h e n p a o d b d 1 1 1 1 9 7 e = f s e a 9 6 3 1 r 2 f t a t o 4 2 4 2 3 8 i 9 1 s d o . u o 0 8 9 5 5 q 0 n n n d 2 3 4 0 5 0 m k e l d e d e s a c h , a f t i p i * d o i n s 4 n , .F g C o t q e r o a m p b p = i a 1 1 1 1 1 e l s e e 8 7 8 5 3 1 0 r n l e 6 2 s 2 1 9 7 7 0 7 . t e 7 7 2 0 9 2 6 q 5 C n m 6 0 0 9 1 4 8 m 0 e o g n k n t h t s t e o f f l n f o o t 2 r t o 4 T N m k f q ' . c o t p a m o 8 I 2 2 2 1 1 1 1 1 1 9 8 7 e = N = 3 0 2 5 3 1 9 7 5 3 2 0 i r 3 5 3 s 3 n 0 0 D 5 8 5 3 3 4 5 9 1 6 3 . 4 3 a m 0 . 0 5 9 5 1 9 0 7 3 9 I q 0 3 5 4 V M l , 0 2 0 8 1 5 7 4 8 4 m M T I k D P A p s i a x k e f l l U r R .1 s A o f L c a 6 w ' q , t 6 i 1 m O r a o b R 5 q = S 1 t h o l p a : p e C 3 a 2 2 2 2 2 1 1 1 1 1 1 9 8 8 7 e = 1 e b l 7 5 3 2 0 8 6 5 3 2 1 O 0 r 3 l B .2 r e 9 9 0 4 4 s o 9 9 9 0 2 5 9 3 9 5 1 . M M w 2 3 9 4 e d 5 s 3 1 5 7 7 5 1 6 0 4 6 9 q 5 5 5 6 e : q B a P 8 3 9 8 4 0 1 0 4 8 5 m k F 2 m d r I s N a o . t u i f 5 n c u E , c t g a o D o n n b e d c d e d F n a , a O c t b C a i p u o r O e d a q t n m d T e e t a c t o p I e e d i 2 2 2 2 2 2 1 1 1 1 1 1 1 1 9 8 7 7 N e = t n , a 9 7 6 4 2 1 9 7 6 5 3 2 1 0 y r w G 4 6 9 3 * d t 5 6 8 0 3 6 0 4 9 5 2 9 7 6 4 3 1 2 8 5 s 4 , C . d . i 8 4 5 2 4 3 7 8 6 0 2 2 0 5 7 5 1 5 S t q 0 q E F c 0 1 5 4 9 4 9 8 4 8 7 3 2 9 m k Y h a M o o S c s s r f T r - p t E u f 1 i r l o M s , e 5 l m h 2 e b e n . d 5 g a N t s q s h a * o e t m p = 8 o 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 9 9 8 7 7 e . f e n 9 7 6 4 3 1 0 8 7 6 5 3 2 1 0 9 0 3 7 3 r 4 A 3 n e 4 8 2 6 1 6 2 8 5 3 1 9 8 8 9 6 0 . s t 4 7 8 9 4 d m 6 2 2 6 5 8 6 9 8 1 1 6 8 6 1 3 8 2 4 0 q 5 d c c 5 1 0 2 0 4 6 8 2 9 3 5 0 0 1 m 0 o h 7 t n k i ( % o s s R p 3 t f r a s f 6 u o m c t , e r t f C i ' ,T o i c n e = k n m B 4 .2 s q 0 3 y D e M , s a p T n t 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 8 7 7 P 5 e e = t m 7 6 4 3 2 0 9 8 7 6 5 4 3 2 1 0 5 8 2 6 3 p r a 6 5 C 8 4 9 6 2 9 6 4 2 1 0 0 0 0 2 3 5 0 0 9 0 7 s 5 e . ( 5 0 8 0 5 5 8 6 8 4 5 1 2 8 0 8 3 6 6 8 6 q 0 f o r T ' p 9 3 4 2 8 2 7 3 2 6 6 5 4 8 8 8 c m k n s r e r a b s q t = s e l f m 4 q e n ) 9 m - 4 t M t ) t o P o * a b 2 N , e .P o w a r D b p f m a w i d e t 3 3 3 3 2 2 2 2 1 1 1 1 = c e h d a 7 5 f i 9 6 3 0 7 5 2 0 7 6 3 1 9 i l s t r 1 o 2 4 9 8 s n h c e 4 4 5 6 9 2 6 1 7 4 8 3 5 s .2 o e m 0 5 d r o a t 5 5 3 8 1 2 3 2 1 9 1 6 q 5 r e u u , P 7 2 3 4 5 0 1 3 8 0 3 4 1 4 4 l m s * i n t m M h 6 l t e . e M i d F o I x C f s o r e l t R R o C n O a n g t e a i s t i o h n w P c t I - 1 f h i L 1 i i D l i n E 8 t p l : p - m 4 3 3 3 3 2 2 2 2 2 1 1 1 1 1 s s e f = s b h 1 i , t 2 9 6 4 1 9 7 5 2 0 9 7 5 4 3 r 3 . l u a 3 a 2 5 9 3 9 5 2 0 9 9 0 2 6 1 0 9 5 a 0 s . C p n 7 7 4 9 2 4 4 4 3 2 2 5 0 1 0 q 0 b s : e 0 e i d 3 1 1 6 8 9 4 6 0 0 3 7 1 8 6 2 m l s m e m m m a e o i e m f z n n n e d t u t n 3 C d C 5 o a 0 e n t m m i t e o D n n m e e b t , x n e a 2 3 t o 0 5 D s t p e w p f 1 1 1 1 1 1 1 1 1 1 1 1 N % 0 9 9 8 8 7 7 6 6 5 5 4 4 4 3 3 2 2 2 2 1 1 1 1 = m i P C F 5 5 4 4 3 3 2 2 1 1 0 0 9 o c m 4 0 5 1 5 1 7 1 7 3 9 6 1 6 3 8 6 2 0 9 8 7 6 1 e I r 1 e t 6 1 6 1 6 1 6 2 8 3 9 4 9 L E o h m o m 9 9 7 7 3 4 5 6 9 4 7 0 5 6 1 8 3 9 5 5 1 3 5 0 . s 8 6 5 4 3 3 4 2 0 9 1 9 0 2 E M u n o 1 5 0 7 7 4 6 9 7 2 6 6 6 3 3 4 3 8 3 9 1 6 2 4 q 5 t n i 6 6 0 0 5 5 0 4 9 3 1 8 3 n s u 9 5 7 4 2 7 2 2 5 2 6 9 0 2 0 1 7 0 4 2 6 7 7 c m t 6 1 8 6 4 4 5 9 3 7 6 5 F - d a t o f t m l l o n O 1 a o t M b s o i U , o i r i e d N 5 n x D 2 R a e r . e A 5 a d d d t T N i e * o i I d n O 3 1 , . w N f i : * F i l t 7 D 1 o l h * p 1 1 1 1 1 1 1 1 1 1 1 1 2 9 9 8 8 7 7 6 6 5 5 5 4 4 3 3 3 3 2 2 2 2 2 2 : . r e f 5 4 4 3 3 2 2 2 1 1 0 0 9 , b 3 5 1 6 2 6 2 9 3 9 5 2 8 4 9 6 2 0 6 4 3 2 1 0 2 A p r = s 4 9 4 9 4 9 5 1 7 3 8 4 9 l a 3 4 1 2 4 5 7 5 8 1 4 9 7 2 7 4 7 4 3 0 7 5 5 2 4 6 1 a 0 , , 5 s 3 3 4 4 5 7 9 2 2 3 3 7 8 1 a d s i . 1 7 3 2 3 1 5 9 9 5 1 2 4 2 3 6 6 7 6 7 6 5 2 3 l q 0 b e 0 , 6 9 0 6 7 4 5 2 8 3 9 9 7 6 7 7 4 5 8 7 7 1 8 0 8 6 1 8 1 6 2 6 9 2 8 0 9 n d e m m 5 5 6 8 2 6 2 0 8 6 0 3 d 4 e m m l C % n e m n e f g t m o t h e r f o n c ' t = f 1 F C 3 8 O E 2 m U M M D p 1 1 N P t 9 8 8 8 7 7 6 6 6 5 5 5 4 4 4 3 3 3 3 3 3 3 2 2 2 2 2 2 1 1 1 1 9 o e = f 0 0 9 - a D M 8 4 0 6 3 9 5 2 8 5 2 9 5 2 9 7 6 5 4 2 1 9 8 6 4 3 1 9 7 5 2 4 0 6 2 1 r 3 2 1 4 4 5 6 8 1 4 9 3 9 5 2 0 9 8 8 9 7 3 0 6 1 7 1 6 9 2 3 4 3 0 5 0 A A 8 6 5 0 2 s 4 , f . 2 7 7 5 8 8 5 9 0 8 3 6 6 4 0 4 6 9 0 7 2 2 9 1 8 0 4 1 9 5 6 7 0 q 0 2 4 8 2 9 0 6 8 8 7 6 5 8 4 5 4 2 1 2 7 2 8 1 8 5 7 8 2 9 8 2 1 3 7 2 9 T T ' m 5 c m m 8 7 I 2 r , O . = T 5 N N 4 .k * 1 . 0 9 M , 6 P 7 a 0 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 7 6 5 4 3 2 1 Storey (basement shall be , 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0

counted as storey)

A N N E X U R E - A

T A B L E - 1 : P W D P L A R 2 0 1 8 S U B S T R U C T U R E , F o u n d a t i o n U p t o P l i n t h L e v e l


* * N 5 1 o 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 7 6 5 4 3 2 1 1 1 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 . C . t Level Index R o e s e s : g t R u o o l f a G P o r R f o s e T 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 7 6 5 4 3 2 1 F r o h a G 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 t t t t t t r n s : t c n n a i r t t t t t t t r s t t t t t t t t t t t h h h h h h d d t H F h p t h t h d d s p n t h h h h h h h d d t h h h h h h h h h h h e i L F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F a P 2 b n l l l l l l l l l o t d g C o i a l o l o FLOOR l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o o o o o o o l o l o l o l o a r o o o o o o o b w o o k o o o o o o o o o o o o o o o o o o o o o o o o o o o t u r r r r r r r r r i r r r r r r r r r r r r r r r r r r r r r r r r r r a o i l d l n l i s n g e t w c i i t n h c S N l s u t O 2 2 2 1 1 1 1 1 1 1 1 a ( p d 5 2 0 0 0 9 9 9 9 8 8 9 1 n C N a e 5 6 4 2 0 8 6 3 0 8 5 5 0 3 n d 8 1 d o 5 6 6 6 7 8 9 1 3 3 7 5 9 a n R u i 7 1 4 7 1 0 3 1 3 1 7 p n r c E d T t r S o a e I t 7 b D e l R . 5 e w E - C m 4 S 2 2 2 2 2 2 2 2 2 2 1 N 5 2 C , 2 2 2 2 2 1 1 1 0 1 2 u i h 5 6 A 9 6 4 2 0 7 3 0 7 8 4 4 p t h T a * 8 1 F 1 9 7 5 3 0 8 6 5 7 0 D A s 2 5 9 e B I . 2 2 2 1 1 5 5 9 7 5 6 R r r L ( D b F N A l e o i : o c e o M N n r k R t E S - c h T S c R s o e u S h C i n g 2 2 2 2 2 2 2 2 2 2 1 R p g 5 2 T s h 6 6 5 5 5 4 4 4 3 5 4 i 5 6 p e g U i t 3 0 8 5 3 9 5 2 8 1 2 5 c s B R d 8 1 e U 4 9 4 8 3 6 9 2 7 5 6 e ( C 5 9 i ) A s h 9 6 2 9 6 1 2 9 1 6 7 r ) a e T 2 t l e C d s i U T . d U c R T o i n R n A A S s E C L B i d t : 2 2 2 2 2 2 1 1 1 2 1 o f a ( e 5 2 M L 1 1 0 0 0 0 9 9 9 0 1 C n a r ' 5 6 R c e 4 2 9 7 5 2 9 6 3 4 5 6 d o s 8 1 E E d 0 0 9 9 8 8 8 8 9 3 9 E 5 9 t = a n 8 2 6 0 5 0 1 5 4 8 2 M 2 a r c S a s l 1 d I A 9 B : r D 3 e . E P r T t E e 3 e 5 N a o R W w m S T ) 2 2 2 2 2 2 2 2 2 2 2 1 D 5 2 i I 3 3 3 3 3 2 2 2 1 2 2 u t e 1 A 5 6 W P 9 7 5 2 0 7 3 0 7 8 9 7 p h t 8 1 e L M B 7 4 1 8 5 1 7 4 2 9 8 5 9 e r E L 7 6 6 5 5 4 8 8 2 1 2 : P ( r B 1 r I A a U G 1 i R c R ' - H R k C 0 - B " I T 2 ) S c , h A 0 2 2 2 2 2 2 2 2 2 2 1 * p i A L G 5 2 3 7 7 7 6 6 6 5 5 4 6 4 5 6 p 2 . 5 3 0 7 5 1 7 3 9 3 9 8 e 1 8 1 c s I 7 0 4 7 1 2 3 5 8 2 3 D E 8 f 5 9 i ) 3 8 3 8 3 1 5 5 0 5 0 f a l o l I R - o r N A S h U e i S g G T E P h t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 t a S E 6 2 6 N 6 5 5 5 5 4 4 4 4 4 4 3 3 3 3 3 3 2 2 2 2 2 2 2 1 1 1 1 1 0 0 0 9 1 2 h n R 1 6 8 6 1 8 5 2 0 9 7 5 4 2 0 9 7 6 4 2 1 9 8 6 4 3 1 0 8 6 5 3 1 8 5 2 9 0 0 9 d 4 1 4 5 ( > C O 0 8 5 3 2 6 0 4 8 2 6 9 3 7 1 5 9 3 7 1 5 9 3 7 1 5 9 2 6 5 4 3 3 3 0 4 T S 4 9 a o N 0 9 2 8 9 4 3 2 2 1 1 0 9 9 8 7 7 6 5 5 4 4 3 2 2 1 0 0 9 8 7 4 6 3 4 7 0 3 A r n R . 3 d C B T 5 c E R r m e S A L E U e t I e D t e S T - C 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 E r 6 2 3 9 9 8 8 8 8 7 7 7 7 7 6 6 6 6 6 6 5 5 5 5 5 5 4 4 4 4 4 3 3 3 3 2 2 3 3 1 u w 3 T ( N ( 1 6 0 i 1 0 6 3 9 6 2 0 8 7 5 3 1 9 8 6 4 2 0 9 7 5 3 1 0 8 6 4 2 1 9 6 3 0 6 3 5 4 p t E ) U 4 1 6 9 2 6 0 5 7 9 1 3 5 7 9 1 3 5 7 9 1 3 5 7 9 1 3 5 7 9 1 3 9 4 0 6 2 2 8 0 1 A 4 9 1 0 3 1 4 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 3 6 5 0 1 6 7 5 e h T I R ' I - r S A D R G N 0 " L D C E ) t o : 4 C O A a D : n n N % d D r e R F ≤

3 . 6 6 m e t e r ( 1 2 ' - 0 " ) , a d d 3 % , * 4 . I f f l o o r h e i g h t h > 3 . 6 6 m e t e r ( 1 2 ' - 0 " ) a n d ≤

4 . 0 m e t e r ( 1 3 ' - 0 " ) , a d d 5 % ,

A N N E X U R E - A

a - f R R T I t S c R o e

h C r A 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 6 2 3 i S 3 M 4 4 3 3 2 2 2 2 1 1 1 1 1 0 0 0 0 0 9 9 9 9 8 8 8 8 8 7 7 7 7 6 6 6 5 7 5 1 p p 1 6 5 7 3 8 4 2 0 8 6 4 2 0 8 6 4 2 0 7 5 3 1 9 7 5 3 1 9 7 5 2 8 4 0 6 0 5 1 e 4 1 7 1 s c 4 2 0 9 8 8 7 6 6 5 4 4 3 2 1 1 0 9 9 8 7 7 6 5 5 4 3 2 2 5 4 5 6 7 5 0 C 2 E 4 9 0 3 2 5 4 8 1 4 7 1 4 7 0 3 6 9 2 5 8 2 5 8 1 4 7 0 3 6 9 2 0 7 1 0 4 6 8 i a 2 M S

I s Y O N i T n l P T O B a R , U T D A C H T D T E p D U S R e 7 R t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 a % A r E 6 2 8 8 7 7 7 6 6 6 6 5 5 5 5 5 5 4 4 4 4 4 4 3 3 3 3 3 3 2 2 2 2 2 1 1 1 2 2 1 6 3 0 6 3 0 6 5 3 1 9 8 6 4 3 1 9 8 6 4 2 1 9 7 6 4 2 1 9 7 5 3 0 7 3 0 2 5 1 n : T s 4 1 8 3 8 4 0 7 0 3 6 9 2 5 8 1 4 7 0 3 6 9 2 5 8 1 4 7 0 3 6 9 7 4 1 9 8 1 9 2 d f f o E q 4 9 5 4 8 7 9 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 4 4 8 7 1 6 9 a C ' r c m r S d o R 4 = O n E 0 2 2 c S M F r I T e D P o T t a E H e 2 N C I w 5 S S 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 T o M 6 2 3 1 1 0 0 9 9 9 9 9 8 8 8 8 8 7 7 7 7 7 7 6 6 6 6 6 5 5 5 5 5 4 4 3 3 4 4 1 u t i 1 6 1 n 7 3 0 6 2 8 6 4 3 1 9 7 5 3 1 9 7 5 4 2 0 8 6 4 2 0 8 6 5 3 0 6 3 9 6 8 1 3 p h I T A 4 1 9 1 2 5 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 1 5 8 2 6 1 8 1 P e S L c 4 9 1 9 A 9 1 8 0 7 6 6 6 5 5 5 5 4 4 4 4 3 3 3 2 2 2 2 1 1 1 1 0 0 9 9 4 5 1 1 1 r a r t : e B o R t L n R e ) E e C 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 1 6 2 3 6 5 5 4 4 4 3 3 3 3 3 2 2 2 2 1 1 1 1 1 0 0 0 0 9 9 9 9 9 8 8 7 7 7 8 6 1 6 6 1 6 2 7 3 1 9 7 4 2 0 8 6 3 1 9 7 5 2 0 8 6 4 2 9 7 5 3 1 8 3 9 5 1 6 2 4 1 5 0 6 2 8 5 3 2 0 8 6 4 2 0 8 7 5 3 1 9 7 5 3 1 0 8 6 4 2 0 1 9 7 5 5 1 2 4 9 6 0 8 3 2 8 8 9 0 2 3 4 5 6 8 9 0 1 2 3 5 6 7 8 9 1 2 3 4 5 7 8 2 3 9 2 4 8

- S c h B i 2 S p s p 1 e 4 c i a l

3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 7 6 5 4 3 2 1 1 1 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 5 R o G P o o f T 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 7 6 5 4 3 2 1 F r o 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 t t t t t t r n s : c n n H G r r t t t t t t t t t t t t t t t t t t t t h h h h h h d h p h h d d s h h h h h h h d d s t h h h h h h h h h h h F F F F F F F d t a F F L F F F F t P 1 F F F F F F F F F F F F F F F F F F F F F F F l l l l l l l l b C o l o i a 6 l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o l o o o o o o o o l o l o l o l o a r o o o o o o o o t k o o o o o o o o o o o o o o o o o o o o o o o o o o o i r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r t o n

Level Index

FLOOR


b e b 1 N B ( a x a . o L a F i s a s N t 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 7 6 5 4 3 2 n e e m e 1 G s e 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 l d e o n m p m n s t r t t t t t t s n n m o e v F r h h h h h h r t t t t t t t t t t t t t t t t t t d s s o : d t h h h h h h h h h h h h h h h h h h h d d t d d t e e l e r x e . n : e l n o n t t ) - F t . f T o B k r 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 7 7 7 2 4 6 8 0 a . 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 2 3 1 2 4 5 6 8 4 2 s 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 7 8 0 1 2 4 5 7 6 5 4 0 e 4 8 1 5 9 3 9 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 3 7 1 5 8 2 6 0 7 m 8 s 8 t e o t n 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 7 7 o r 2 4 6 8 0 2 1 i t 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 8 0 0 3 1 2 4 5 6 8 9 s b e 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 7 8 0 1 2 4 5 5 4 4 8 1 5 9 3 7 1 e d a 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 3 7 1 5 8 2 6 4 b r t e a u k i l t 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 6 e d o 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 8 8 3 n i n 1 2 4 5 6 8 b 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 7 8 0 1 2 4 4 3 g 4 8 1 5 9 3 9 T e 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 3 7 1 5 8 2 0 f r w o o c i m t h o d 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 2 4 6 8 0 2 3 u 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 6 3 e n 1 2 4 5 6 8 n 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 7 8 0 1 2 2 2 t d n 4 8 1 5 9 3 9 d o e 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 3 7 1 5 8 6 u d l . e c a o f t f s 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 t 2 4 6 8 0 c b 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 4 3 1 1 2 4 5 6 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 7 8 0 1 1 1 s o a 4 8 1 5 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 3 7 1 5 2 5 l s t u o % m e r e m n 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 y f 2 4 6 8 0 , e 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 1 3 o , 1 2 4 5 6 8 i n . t 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 7 8 0 9 0 2 e r 4 8 1 5 9 3 9 . 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 3 7 1 8 . s f , F f ' r v o c o 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 5 r 2 4 6 8 m a l 0 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 7 9 9 2 = u N 1 2 4 5 6 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 7 8 8 9 c e 4 8 1 5 1 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 3 7 4 n o s 9 o l f u r - m o . 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 5 2 o 2 4 6 8 m 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 7 7 2 n 1 f 1 2 4 5 0 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 7 7 8 - c M b 4 8 1 5 6 2 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 3 1 a 2 o P l s u e a m 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 5 5 2 m n 1 2 4 5 6 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 5 5 7 ( e m - 4 8 1 5 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 9 7 2 n 0 t i s n t , 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 o 2 4 6 8 0 f 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 3 3 2 b a 1 2 4 5 ' t 6 c 6 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 4 4 e 4 8 1 5 f 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 5 3 r i r r e s = a t 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 d t 2 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 1 1 2 h 1 2 4 5 4 o 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 3 2 5 e 4 8 1 5 6 n - 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 2 9 2 c t h o 8 e l 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 4 u M 2 4 6 8 b 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 9 9 2 m 1 2 4 5 0 a 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 1 1 4 P 4 8 1 5 6 n s 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 8 5 a i s t o ) o 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 4 f b 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 7 7 2 S , e n 1 2 4 5 6 8 1 2 3 5 6 8 9 0 2 3 4 6 7 9 0 0 3 o 4 8 1 5 9 3 9 s 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 4 2 . T e t o o l f e c s 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 4 2 4 6 8 i t t o 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 4 4 2 n o e 1 2 4 5 0 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 9 8 2 r d c 4 8 1 5 6 e 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 0 8 r y o r e , n a * 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 * 2 4 6 8 0 t s 2 4 7 9 1 3 5 7 9 2 4 6 8 0 2 2 2 f h o 1 2 4 5 6 8 9 1 2 3 5 6 8 9 0 2 3 4 6 7 7 1 e e e r 4 8 1 5 9 3 7 1 4 8 2 6 0 3 7 1 5 9 3 6 4 t 4 h b a e y % 1 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 2 4 6 8 0 1 s i 2 4 7 9 1 3 5 7 9 2 4 6 8 0 0 2 s 1 2 4 5 6 8 s f 1 2 3 5 6 8 9 0 2 3 4 6 6 0 o t o 4 8 1 5 9 3 9 7 1 4 8 2 6 0 3 7 1 5 9 3 0 b r f a n f s 1 1 1 1 1 2 2 2 2 2 3 3 3 3 3 ' o e 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 8 8 1 D c . m 1 2 4 5 6 8 9 1 2 3 5 6 8 9 0 2 3 4 4 9 o = 4 8 1 5 e 9 3 7 1 4 8 2 6 0 3 7 1 5 9 6 f n e 3 s t - t 2 T o 1 1 1 1 1 2 2 2 2 2 3 3 3 3 2 4 6 8 0 2 4 7 9 1 3 5 7 9 2 4 6 6 1 k r 1 2 4 5 6 8 9 1 2 3 5 6 8 9 0 2 3 3 8 s M e . 4 8 1 5 9 3 7 1 4 8 2 6 0 3 7 1 5 2 4 y P 0 , 6 t h i a 0 e 1 1 1 1 1 2 2 2 2 2 3 3 3 2 4 6 8 2 4 7 9 1 3 5 7 9 2 4 4 1 ( t n 1 2 4 5 0 o 8 9 1 2 3 5 6 8 9 0 2 1 7 g m 4 8 1 5 6 f 9 3 7 1 4 8 2 6 0 3 7 1 9 b o i n e r t t 1 1 1 1 1 2 2 2 2 2 3 3 f a n h 2 4 6 8 ' 0 2 4 7 9 1 3 5 7 9 2 2 1 k c e 1 2 4 5 8 9 1 2 3 5 6 8 9 0 0 6 e 4 8 1 5 6 r 1 n 9 3 7 1 4 8 2 6 0 3 7 5 s , e = t * * 1 1 1 1 1 2 2 2 2 2 2 4 b f a 2 4 6 8 0 2 4 7 9 1 3 5 7 9 9 1 o 0 1 2 4 5 6 8 9 1 2 3 5 6 8 9 9 5 d r s 4 8 1 5 9 3 7 1 4 8 2 6 0 3 1 t M e h m e P 2 e 1 1 1 1 1 2 2 2 2 2 a 2 4 6 8 n n 2 4 7 9 1 3 5 7 7 1 F ) 1 2 4 5 0 d t 4 o 6 8 9 1 2 3 5 6 8 7 - 4 8 1 5 1 9 3 7 1 4 8 2 6 0 7 b s r a a t n s 1 1 1 1 1 2 2 2 2 v e 2 4 6 8 d a 2 4 7 9 1 3 5 5 1 m 1 2 4 5 0 l 8 9 1 2 3 5 6 6 3 u 4 8 1 5 6 e 9 3 7 1 4 8 2 6 3 e T n t t o - o T 1 1 1 1 1 2 2 2 2 4 6 8 0 k 2 4 7 9 1 3 3 1 i b 1 2 4 5 6 8 9 1 2 3 5 5 2 n . 4 8 1 5 9 3 7 1 4 8 2 0 4 e c r 2 e r 7 a e 4 d 1 1 1 1 1 2 2 a 2 4 6 8 0 2 4 7 9 1 1 1 t , 1 2 4 5 s o 8 9 1 2 3 3 1 4 8 1 5 6 e 9 3 7 1 4 8 6 b a n e 7 d % t 1 1 1 1 1 1 t a 2 4 6 8 h 0 2 4 7 9 9 1 k 1 2 4 5 e 8 9 1 2 2 0 e f 4 8 1 5 6 n o n 9 3 7 1 4 2 v r f r a o f 1 1 1 1 1 l 2 4 6 8 0 2 4 7 7 ' m u c 1 2 4 5 6 8 9 1 0 9 e t 4 8 1 5 9 3 7 1 8 = h s e f 4 r i o m 1 1 1 1 0 2 4 6 8 m 2 4 4 8 m 1 2 4 5 0 M 6 8 9 9 4 8 1 5 l e 9 3 7 4 P d e f i t a a ( 1 1 1 t 2 4 6 8 0 N e 2 2 7 1 2 4 5 6 8 ( - m l 1 4 8 1 5 9 3 8 e 0 f ) - t i t n c h 1 1 o 2 4 6 8 0 0 f c l u 1 2 4 5 6 ' o c 6 6 m 4 8 1 5 9 7 l r u n m = , i n 2 4 6 8 8 . 4 e - 1 2 4 5 5 5 . 1 9 4 8 1 5 3 f s r M o t m c P 2 4 6 6 e 1 2 4 3 c 4 l a l o 4 8 1 9 ) t l o u m b 2 4 4 n e 1 2 2 3 - 4 8 5 s 2 1 e l , e * 2 c * 1 2 f t o e 1 r d t h o f e r 1 3 N r d - t B ( h

3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 9 8 7 6 5 4 3 2 1 G 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 9 8 7 6 5 4 3 2 1 0 n s F r d n s r d h t h t h t h t h t h d t t t t t t t t r n s t t t t t t t t t t t t t h d t h h h h h h h d d t h h h h h h h h h h h

L a F i s l n e e o d v m o e e r x e l n t )

A N N E X U R E - A

T A B L E 3 : P W D P L A R 2 0 1 8 - S T R U C T U R A L M E M B E R W E I G H T A G E : A D D I T I O N A L C O S T P E R S Q U A R E M E T E R i n B D T


* 1 P L A R ( P l i n t h A r e a R a t e ) t o b e c a l c u l a t e d a s s u m o f t h e c o s t s d i v i d e d b y p l i n t h a r e a .

T k . 6 , 0 3 8 T k . 7 ,1 2 7

T w S R a e t a b g i r t l h u c e e t f - t r 3 a u r o g a + e l m

T k . o p f e w r a s l l q m

R e R W t a C a i n C l l i n g

T a k T a o / s t q a l m

B P F a l s a o r e k o r m i n a g s e n t

A N N E X U R E - A

S i n g l e b a s e m e n t

T k . 8 7 ,4 5 5

T o a f k p a e p r e i m r e m t e e r t e r

R e t a i n i n g P i l e

T k . 2 1 7 ,7 0 4

p m T e r e a k i m t e a e r p t e e o r f r


B a s T e w m e o n t s

T k . 2 5 2 , 0 1 5

T o a k f a p e p r e i m r e m t e e r t e r


B a s T e h m r e e n e t s

T k . 2 , 3 2 0

B T a s a s q k e m a m p e o n f e r t

T k . 1 , 6 0 6

o T f a h k s o u r a r f / v p e a e c r r e t i s q c a m l

T k . 1 ,4 2 6

T a k o a f p w e a r l l s q m

R ( 1 e B 2 t a 5 a c i m n k i m n W g a b W l l / w a t o ) l l

T k . 1 , 0 6 8

B d T a s e a k s q p a e m t h p m p e e o r n f e r m t

c E x a c s r r a a y v f i e n a t y g t i o & n ,

T k . 1 1 5

T o a f k B a a p s e e r m e s n q t m

m a S n a y g s e t m e m e n t

t r ( u B f s y r s = S a t c s 3 e i y 6 n k e s s l g t e ) : i m W a F t o u W e r B n p e d a r l l o d a & t o i o f i n n g :

R e t a i n i n g P i l e s & B r a c i n g

E l e m e n t s O f B a s e m e n t C o n s t r u c t i o n

C o n c r e t e , f ' c = 2 5 M P a & m i n f ' c r = 3 0 M P a , f y = 4 0 0 M P a ( m a x . f y = 4 1 8 M P a & R a t i o f u t o f y ≥ 1 .2 5 ) C e m e n t B D S E N

- 1 9 7 C E M - I , 5 2 . 5 N

T a b l e - 4 : P W D P L A ( R R a - 2 t e 0 1 i n 8 B : D B T A p S e E r M s E q m N ) T C O N S T R U C T I O N * 1



ANNEXURE-A

ADDITIONAL COST CHART 1.

Saline zone, to use concrete of min f’c = 25 MPa

1%

of PLAR

2.

Wind (other than coastal area) & earth-quake load resisting structure : to use concrete of min f’c = 25 MPa

2%

of PLAR

Coastal area : affected by cyclone & water surge : to use concrete of min f’c = 25 MPa

3%

of PLAR

3.

4.

Roof top RCC parapet

Tk.

2,776

5.

Roof-top RCC water tank in/c beams & supports etc. :

Tk.

155

6.

Internal Sanitary and Water Supply : Rate in BDT (i)

Residential Building

(ii)

7.

Tk.

1,044.00

per sqm

Super

Tk. 1,519.60

per sqm

Special

Tk. 2,111.20

per sqm

Standard

Tk.

835.20

per sqm

Super

Tk. 1,215.68

per sqm

Special

Tk. 1,688.96

per sqm

Standard

Tk.

1,702.00

per sqm

Super

Tk. 2,017.00

per sqm

Special

Tk. 2,229.00

per sqm

Standard

Tk. 1,299.00

per sqm

Super

Tk. 1,570.00

per sqm

Special

Tk. 1,727.00

per sqm

(i) Ground Floor

Tk.

342.20

per sqm

(ii) Other Floors

Tk.

136.88

per sqm

Internal Electrification : Residential Building

(ii)

9.

per gallon

Standard

Non-residential Building

(i)

8.

per sqm

Non-residential Building

Gas Connection :

External Water Supply and Sanitation: (i)

(ii)

Underground Water Reservoir : (a) Up to 20,000 gallon

Tk.

92

per gallon

(b) Above 20,000 gallon

Tk.

77

per gallon

Distribution line, water pump, pump house,

Estimate

WASA / Municipal Charge as per requirement. (iii)

Septic Tank, Soak well, Inspection pit.

Estimate

282


ANNEXURE-A

10.

11.

283

External Electrification: (i)

Sub-station building.

(ii)

Sub-station equipment/transformer.

(iii)

Pump & motor set including installation.

(iv)

H.T./ LT Line.

(v)

PDB /DESA /REB charge.

(vi)

Standby power & source.

(vii)

Earthing system.

(viii)

Over head transmission.

(ix) (x)

Underground cable laying. Compound light, wiring system & other safety systems.

Estimate to be prepared on the basis of requirements.

Boundary Wall:

(i)

Boundary wall in RCC Frame, 1.80 m in height, level difference between FGL and EGL up to 0.45m: Construction of RCC (fc'=22 MPa, minimum fcr=27 MPa in nominal mix ratio of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL and foundation depth 1.5m from EGL, having column size 250mm X250mm @ 10'-0" c/c, 250 mm X 250 mm size grade beam at FGL, 75mm thick and 375mm width RCC coping, 125mm thick brick work with mortar (1:4) in between columns. 12mm plaster (1:6) on brick surface and 6mm plaster (1:4) on RCC and providing standard acrylic emulsion paint at exterior surface etc.

(ii)

meter

Tk. 19,317/-

meter

Tk. 31,213/-

meter

Boundary wall in RCC Frame, 1.80m in height, level difference between FGL and EGL= 0.45 m to 1.50m: Construction of RCC (fc'=22MPa, minimum fcr=27 MPa in nominal mix ratio of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL and depth of foundation 1.5m from EGL, having column size 250mmX250mm @ 10'-0" c/c, 250 mmX250 mm size grade beam at FGL and one additional grade beam on EGL, 75mm thick and 375mm width RCC coping, 125mm thick brick work with mortar (1:4) in between columns. 12mm plaster (1:6) on brick surface and 6mm plaster (1:4) on RCC and providing standard acrylic emulsion paint at exterior surface etc.

(iii)

Tk. 11,523/-

Boundary wall in RCC Frame, 1.80m in height , level difference between FGL and EGL= 1.50m to 3.00m: Construction of RCC (fc'=22MPa, minimum fcr=27 MPa in nominal mix ratio of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL and depth of foundation 1.5m from EGL, having column size 250mmx250mm @ 10'-0" c/c with 250mmx250mm RCC struts, one grade beam at ground level and 2(two) additional grade beams in between EGL and FGL, 75mm thick and 375mm width RCC coping, 125mm thick brick work with mortar (1:4) in between columns. 12mm plaster (1:6) on brick surface and 6mm plaster (1:4) on RCC and providing standard acrylic emulsion paint at exterior surface etc.


ANNEXURE-A

(iv)

Boundary wall in RCC Frame, 1.80m in height , level difference between FGL and EGL= 1.50m to 3.00m; with PILE foundation: Construction of RCC (fc'=22MPa, minimum fcr=27 MPa in nominal mix ratio of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL and depth of foundation 1.5m from EGL, having column size 250mmx250mm @ 10'-0" c/c, one grade beam at ground level and 2(two) additional grade beams in between EGL and FGL, 75mm thick and 375mm width RCC coping, 125mm thick brick work with mortar (1:4) in between columns. 12mm plaster (1:6) on brick surface and 6mm plaster (1:4) on RCC and providing standard acrylic emulsion paint at exterior surface. 2 nos. of (250mmx250mm) 10 m long precast pile per column.

(v)

(vi)

(vii)

284

Boundary wall in RCC Frame, 1.80m in height , level difference between FGL and EGL= 3.00m to 4.50m; with RCC retaining wall (without PILE): Construction of RCC(fc'=22MPa, minimum fcr=27 MPa in nominal mix ratio of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL and depth of foundation 1.5m from EGL, Retaining wall up to FGL and column size 250mmx250mm @ 10'-0" c/c above FGL, 75mm thick and 375mm width RCC coping, 125mm thick brick work with mortar (1:4) in between columns; 12mm plaster (1:6) on brick surface, 6mm plaster (1:4) on RCC, exterior standard acrylic emulsion paint. Soil Bearing Capacity assumed=1.5 Ksf Boundary wall in RCC Frame, 1.80m in height , level difference between FGL and EGL= 3.00m to 4.50m; with RCC retaining wall (with PILE): Construction of RCC(fc'=22MPa, minimum fcr = 27 MPa in nominal mix ratio of 1:2:4 with stone chips) frame boundary wall of height 1.8m above FGL and depth of foundation 1.5m from EGL, Retaining wall up to FGL and column size 250mmx250mm @ 10'-0" c/c above FGL, 75mm thick and 375mm width RCC coping, 125mm thick brick work with mortar (1:4) in between columns; 12mm plaster (1:6) on brick surface, 6mm plaster (1:4) on RCC, exterior standard acrylic emulsion paint. Assumed 2 (two) nos of 300 mm X 300 mm size 12 m long pile @ 1.5m c/c along the length of the retaining wall.

Additional cost for ornamental works at the front side of the Boundary Wall (considered only portion of work above GB)

Tk. 46,342/-

meter

Tk. 75,869/-

meter

Tk. 101,891/-

meter

Tk. 2,300/-

meter


ANNEXURE-A

(viii)

Main Gate : Manufacturing, supplying, fitting and fixing collapsible gate of any design and shape made of 25 mm x 25mm x 3 mm S.S. angle placed @ 112 mm c/c vertically and connecting the same with each other by 25 x 3 mm S.S flat bar scissors 525 mm/ 600 mm long provided in 3 rows including cutting the different S.S. members to required sizes, fabricating, welding, riveting with required size rivets, providing required size wheels, pulling handles on both sides, suitable locking arrangement, electrodes, grease and finally placing the same in position in between 2 (two) Nos. 50 mm x 50 mm x 6 mm S.S. Tee rail made by welding 2 Nos. 50 x 6 mm S.S. flat bar fitted and fixed at top and bottom with R.C.C. lintel/roof slab, floors and side wall with required Nos. 150 mm to 225 mm long 38 x 6 mm S.S. flat bar clamps one end welded with the gate member and the other end bifurcated and embedded in C.C. at the respective point including cutting holes and mending good the damages by pouring concrete (1:2:4) into the holes and finishing, both end carriage, including greasing, electrodes, curing etc. complete as per drawing and design and accepted by the Engineer in charge.

12.

285

Tk. 35,046/-

meter

Tk. 962.40

meter

Tk. 2,427.00

meter

Barbed wire fencing over boundary wall : (i)

Type-1 (Y-shape) : barbed wire in fencing work @ 150 mm c/c in both horizontally and vertically Supplying, fitting and fixing 12 BWG barbed wire (2 ply, 4 points) in fencing work @ 150 mm c/c in both horizontally and vertically, supported by 38 mm x 38 mm x 6 mm M.S. Y-shape angle post (300 mm embedded in R.C.C. or in brick work with a cement concrete base of 75 mm x 75 mm x 300 mm) 600 mm vertical and 450 mm inclined @ 2.4 m c/c including straightening, binding the joints with 18 BWG wire making holes in the angle etc. in /c supplying of all necessary materials complete in all respect and accepted by the Engineer-in-charge. (Rate is excluding the cost of R.C.C. or brick work or C.C. which is to be paid as per corresponding items in the schedule)

(ii)

Type-2 (Spiral-type) : barbed wire of 600 mm dia in fencing work Supplying, fitting and fixing 12 BWG barbed wire fencing in a circular shape of 600 mm dia and 76 mm pitch fitted with ms rod casing (made by 8 nos. 10 mm dia plain bar in a circular pattern and placed at equal interval ), 38 x 38 x 6 mm M.S. angle post (300 mm embedded in R.C.C. or in brick work with a cement concrete base of 75 mm x 75 mm x 300 mm) and 600 mm vertical and 450 mm inclined placed @ 3000 mm c/c including straightening, binding the joints with 18 BWG wire, making holes in the angle etc. including supply of all necessary materials complete in all respect and accepted by the Engineer-in-charge. (Rate is excluding the cost of R.C.C or brick work or C.C. which is to be paid as per corresponding items in the schedule)


ANNEXURE-A

13.

Road Work :

(i)

R.C.C. Road: Construction of R.C.C. (minimum f'cr = 30 MPa, and satisfying a specified compressive strength f’c = 25 MPa at 28 days on standard cylinders, crushed stone chips as coarse aggregate, cement content related to mix ratio 1:1.5:3) road with 250mm thick guide wall of height 0.30 meter, 150 mm thick R.C.C work over one layer 1st class brick flat soling and polythene sheet including the cost of reinforcement 10 mm dia MS rod 175 mm c/c in both direction.

(ii)

per sqm

Tk. 2,080.74

per sqm

Tk.11,241.25

per sqm

Tk. 2,760.00

meter

Semi Permanent Structure: Plinth area rates for standard semi-permanent building with C.I sheet roofing on metal truss, supported on brick pillars & walls in 1:4 cement sand mortar having 75 mm thick D.P.C in/c earth work, back filling in foundation and plinth ≤ 1 m & 125 mm thick panel brick work in superstructure with 150 mm x 250 mm intermediate pillar at 2.4 m to 3 m C/C, doors and windows made of best local timber with standard window grills, R.C.C work (1:2:4) in lintel, patent stone flooring (1:2:4), minimum 12 mm thick cement plaster (1:4) in plinth , steps and dado, aesthetically accepted low cost false ceiling, white /color washing and necessary earth work in foundation, earth and sand filling in plinth and other petty items as required and complete to function in all respect.

15

Tk. 2,745.93

Bituminous Carpeting Road : Construction of 38 mm thick compacted bituminous carpeted road over 150 mm thick sand surface with 75 mm thick end edging, 62 mm –37 mm size brick bats khoa consolidation and compacted water bound macadam of 150 mm thickness, providing tack coat, seal coat and prime coat as per requirement.

14.

286

Drain and Apron: (i)

Surface drain of 300 mm clear width and depth up to 300 mm: Constructing RCC (fc'=22MPa, minimum fcr=27MPa in nominal mix1:2:4 with stone chips) surface drain of 300 mm clear width and depth up to 300 mm with 125 mm thick check walls and 125 mm thick base over one layer of brick flat soling. The surface having minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:3) and neat cement finishing with cement curing at least for 7 days including excavation in all kinds of soil, back filling with fine sand (F.M. 0.8), consolidating and dressing, cost of water, electricity, other charges etc. complete and accepted by the Engineer in charge. (Cement: CEM-II/A-M)


ANNEXURE-A

(ii)

Surface drain of 225 mm clear width and 600 mm (av.) depth : Constructing RCC(fc'=22MPa, minimum fcr=27MPa in nominal mix1:2:4 with stone chips) surface drain of 600 mm (av.) depth and 225 mm clear width at the bottom and 525 mm at the top, having 125 mm thick check walls maintaining side slopes and 125 mm thick base over one layer of polythene on top of brick flat soling. The surface having minimum 12 mm thick cement sand (F.M. 1.2) plaster (1:3) including neat cement finishing the surfaces and back of the drain up to 150 mm below ground level with fresh cement (conforming to BDS 232) curing at least for 7 days, including excavation of all kinds of soil, back filling with fine sand (F.M. 0.8) consolidating and dressing, including cost of water, electricity, other charges etc. complete and accepted by the Engineer in charge. (Cement: CEM-II/A-M)

(iii)

287

Tk. 4,881.00

meter

Tk. 917.00

sqm.

Apron: Providing apron with 50 mm thick cement concrete (1:2:4) with cement, coarse sand and picked jhama chips including breaking chips and one layer brick flat soling at bottom with first class or picked jhama bricks including cutting earth for preparation of bed and filling the interstices with local sand (F.M. 0.8) including finishing, dressing, curing at least for 7 days etc. all complete, including cost of water, electricity, other charges accepted by the Engineer in charge. (Cement: CEM-II/A-M)


ANNEXURE-B

288

Annexure-B GUIDELINES FOR PREPARATION OF PRELIMINARY ESTIMATES TYPE OF ESTIMATES: 

Preliminary Estimate



Detail Estimate

PRELIMINARY ESTIMATE: HEAD OF ACCOUNTS 

Revenue



Development

REQUIREMENTS OF PRELIMINARY ESTIMATE 1.

Request letter from requiring body.

2. Approved site plan by the Department of Architecture. 3. Approved building plan by the Department of Architecture. 4.

If approved building plan is not available, in case of urgency, preliminary estimates may be prepared based on space requirements furnished by the Department of Architecture.

CHECK LIST BEFORE PREPARATION OF PRELIMINARY ESTIMATE: 1. Apparent soil condition and approximate cost for sub-soil investigation. 2.

Need for site improvement and approach road.

3.

Source of water supply.

4.

Surface water & sewerage disposal.

5.

Source of power supply.

6.

Source of gas supply.

7.

Need for special type boundary wall or retaining wall.

8.

Structure type and structural system.

9. Additional cost in foundation due to poor soil condition. 10. Special type foundation: Raft or pile. COMPONENTS OF ESTIMATE 1.

Project Profile.

2.

Report.

3.

Abstract of Cost.

4.

Estimate.

5.

Site plan.

6.

Building Plan.


ANNEXURE-B

289

REPORT SHOULD CONTAIN THE FOLLOWING COMPONENTS: 1.

Background and Objectives.

2.

Description of the Project.

3.

Rates of Estimate.

4.

Mode of Financing.

5.

Charges.

COST FOR CONSTRUCTION BY DEPARTMENT AND PRIVATE OWNER: 1.

Structure constructed departmentally & private owner: The cost will be reduced by 17.18%

DETAIL ESTIMATE

DETAIL ESTIMATE SHALL CONTAIN: 1.

Report.

2.

Detail Building Plan, Elevation, Section & Structural Drawings.

3.

Detail measurement of each individual item along with their information in drawings, sites etc.

4.

An abstract of cost.

5.

Proposed works specially boundary wall, gate, road, external water supply, sewerage line shown in red.

DETAILED ESTIMATES ARE PREPARED: 1.

For preparation of tender documents & bill of quantity.

2.

For according technical sanction.

3.

To receive fund through “schedule process” from the revenue budget.

4.

For administrative approval of items of works, which are not components of approved scheme.

IMPORTANT POINTS TO REMEMBER: 1.

Rates of items not covered by PWD’s schedule of rate shall be accompanied by analysis.

2.

Site improvement by carted earth must be accompanied by contour map duly signed by appropriate authority.

3.

Detail estimate of approved projects implemented through ADP must not be sent to Chief Engineer’s Office for checking and approval. Additional chief Engineer has the full power to approve it.

4.

Detail estimates sent to Chief Engineer’s office require prior approval of respective S.E. and A.C.E.


ANNEXURE-B

SAMPLE FORMAT OF PRELIMINARY ESTIMATE

1. SOIL INVESTIGATION

: TK. A

2. CONSTRUCTION OF BUILDING

: TK. B

A. FOUNDATION COST: from PLAR Table 1. Add cost for saline zone 2. Add cost for f'c = 32 MPa (1: 1:25: 2.5) or f'c = 40 MPa (1: 1: 2) concrete with stone chips 3. Add cost for high risk costal area 4. Add additional cost for extra depth of foundation 5. Add additional cost for basement floor (basement wall, floor and retaining piles if required) 6. Add cost for member weightage table-3 (For basement floor) 7. Add additional cost for wind and earthquake 8. Add additional cost for extra length of Pile beyond 18m

B. SUPER STRUCTURE COST: from PLAR Table 1. Add cost for saline zone 2. Add cost for f'c = 32 MPa (1: 1:25: 2.5) or f'c = 40 MPa (1: 1: 2) concrete with stone chips 3. Add cost for high risk costal area 4. Add cost for member weightage table-3 (Including basement floor) 5. Add additional cost for wind and earthquake 6. Add additional cost for extra height of floor beyond 3.35m (11’-0”)

3. INTERNAL WATER SUPPLY AND SANITATION

: Tk. C

4. INTERNAL ELECTRIFICATION

: Tk. D

5. EXTERNAL WATER SUPPLY

: Tk. E

1.

Construction of underground reservoir

2.

Sinking of deep tube well/arranging water from WASA, Municipality or Public Health Engineering sources

3.

Laying of distribution pipe lines

4.

Construction of pump house

5.

Supplying and installation of pumps

6. EXTERNAL ELECTRIFICATION 1.

Construction of Sub-station building

2.

Supplying and installation of Sub-Station Equipment/Transformer

3.

Supplying and installation of pump and motor set

: Tk. F

290


ANNEXURE-B

4.

HT/LT Line

5.

P.D.B/DESA/R.E.B connection charges

6.

Stand-by power and source

7.

Earthling system

8.

Overhead transmission line

9.

Underground cable laying

10. Compound light

7. ELECTRO-MECHANICAL COMPONENT 1.

: TK. G

Lift (................Passenger ...........stop) : Nos. x Unit Cost

2. Air conditioner and exhaust fans etc: Nos. x Unit cost

8. GAS CONNECTION NETWORK AND CHARGES .

: TK. H

9. CONSTRUCTION OF COMPOUND DRAIN (Cost per meter of length).

: TK. I

10. CONSTRUCTION OF CULVERT/BRIDGE.

: TK. J

11. CONSTRUCTION OF INTERNAL / COMPOUND / APPROACH ROAD AND PAVEMENT.

: TK. K

12. CONSTRUCTION OF BOUNDARY WALL AND GATES, RETAINING WALL.

: TK. L

13. DEVELOPMENT OF SITE (cost on approximate quantity in cum) .

: TK.M

14. ARBORICULTURE / LANDSCAPE / PLAYGROUND.

: TK. N

15. FIRE FIGHTING.

: TK. O

SUB TOTAL

: TK. P

16. QUALITY ASSURANCE, MATERIAL SAMPLE COLLECTION & TESTING, ETC (1.00% on Tk. P)

: TK. Q

17. CONTINGENCY (Probable unforeseen expenditure related to work). A. Price Contingency (maximum 8.00% on Tk. P) B. Physical Contingency (maximum 2.00% on Tk. P)

: Tk. R : Tk. S

SUB TOTAL 18. COST OF LAND

: TK. T : TK. U

GRAND TOTAL : TK. V (The Project cost stands at Tk. ‘V’ lakh)

291


ANNEXURE-B

292

WORKED OUT EXAMPLE ON PREPARATION OF PRELIMINARY ESTIMATE Building type

: Residential.

Building Category

: Super (1800 sft/flat, 2 flats per floor).

Type of structure

: R. C. C. frame structure with 1: 1.5: 3 concrete (stone chips).

Soil type

: Bearing Capacity of Soil = 3 ksf.

Foundation

: Shallow foundation, 6 storeys.

Plinth Area

: 4003.93 sft. (371.97 sqm).

Ground Floor

: Parking.

Site

: Other than coastal area.

A. FOUNDATION COST Quantity/Amount 1.

Soil Investigation : L.S. or Actual cost (BH Nos. as primary, say)

2.

Foundation cost : From PLAR Table - 1, (For B.C.qa=3ksf) 371.97 sqm @ Tk. 13,904.00 per sqm

3.

Add extra 2% cost for wind (other than coastal area) & earthquake load: 2% on Tk. 5,171,036.64

Tk.

Unit Rate (Tk.)

Total Amount (Tk.)

5

Nos.

Tk. 26,675.00 /No.

Tk.

371.97

sqm

Tk. 13,904.00 /sqm

Tk. 5,171,036.64

5,171,036.64

2%

Tk.

"A"

=

133,375.00

103,420.73

Tk. 5,407,832.37

B. SUPER STRUCTURE COST. 4.

5.

6.

(i)

Ground floor as Parking (from PLAR Table-2) 371.97 sqm @ Tk. 14,111.00

371.97

sqm

Tk. 14,111.00 /sqm

Tk. 5,248,022.01

(ii)

Add extra cost for Member Weightage (M.W.) (from PLAR Table-3.) 371.97 sqm @ Tk. 1,069.00 per sqm.

371.97

sqm

Tk.

Tk.

(i)

1st floor (from PLAR Table-2.) 371.97 sqm @ Tk. 23,611.00 per sqm

371.97

sqm

Tk. 23,611.00

/sqm Tk. 8,781,167.01

(ii)

Add extra cost for M.W (from PLAR Table-3.) 371.97 sqm @ Tk. 855.00 per sqm

371.97

sqm

Tk.

/sqm Tk.

(i)

2nd floor (from PLAR Table-2) 371.97 sqm @ Tk. 23,965.00 per sqm

371.97

sqm

Tk. 23,965.00 /sqm

Tk. 8,912,823.15

(ii)

Add extra cost for M.W (from PLAR Table-3) 371.97 sqm @ Tk. 641.00 per sqm.

371.97

sqm

Tk.

Tk.

1,069.00 /sqm

855.00

641.00 /sqm

397,571.79

317,983.05

238,394.31


ANNEXURE-B

7.

8.

9.

293

(i)

3rd floor (from PLAR Table-2) 371.97 sqm @ Tk. 24,324.00 per sqm

371.97

sqm

Tk. 24,324.00 /sqm

Tk. 9,046,338.84

(ii)


371.97

sqm

Tk.

Tk.

(i)

4th floor (from PLAR Table-2) 371.97 sqm @ Tk. 24,689.00 per sqm

371.97

sqm

Tk. 24,689.00 /sqm

Tk. 9,182,085.99

(ii)


371.97

sqm

Tk.

Tk.

371.97

sqm

Tk. 25,059.00

5th floor (from PLAR Table-2) 371.97 sqm @ Tk. 25,059.00 per sqm

428.00 /sqm

214.00 /sqm /sqm

"B" =

159,177.48

79,588.74

Tk. 9,319,692.69 Tk. 51,682,845.06

C. ADDITIONAL SUPPER STRUCTURE COST 10. Add extra super structure cost 2% for wind (other than coastal area) & earth quake load resisting structure.): 2% on Tk. 51,682,845.06

Tk. 51,682,845.06

11.

Extra cost for Rooftop & Chillakotha (From PLAR Table-2): 371.97 sqm @ Tk. 2,619.00 per sqm

371.97

12.

Extra cost for Roof top R.C. C Parapet (From Additional Cost Chart item-4): 4x19.28x1n=77.14sqm @ Tk. 2,776.00 per sqm

77.14

sqm

13.

Extra cost for Roof top R.C.C water tank (From Additional Cost Chart. item-5): 2000 gal. @ Tk. 155.00 per gal

2000

gallon

sqm

Tk. 2%

Tk. 1,033,656.90

Tk. 2,619.00

/sqm

Tk.

974,189.43

Tk. 2,776.00

/sqm Tk.

214,140.64

Tk.

/gal

310,000.00

155.00

"C"

Tk.

=

Tk. 2,531,986.97

D. OTHER BUILDING COST 14.

Internal Sanitary & Water Supply (From additional cost chart, item-6): Consider G.F Parking area cost 50%. 5.5x371.97 sqm @ Tk. 1519.60 per sqm

2045.84

sqm

Tk. 1,519.60

/sqm

Tk. 3,108,850.87

15.

Internal Electrification (From additional cost chart, item7): Consider G.F Parking area cost 50%. 5.5x371.97 sqm @ Tk. 2,017.00 per sqm

2045.84

sqm

Tk. 2,017.00

/sqm

Tk. 4,126,449.20

16.

External Water Supply. 10000

gallon

Tk.

/gal

Tk.

(i)

Construction of underground reservoir (From aditional cost chart, item-9-i-a) : 10,000 gal. @ Tk. 92.00 per gal.

(ii)

Sinking of Deep tube well/ Distribution line, water pump, pump house, WASA/Municipal charge as per requirement. Actual cost.

1

No.

92.00

M

920,000.00

M


ANNEXURE-B

17.

294

External Electrification (i)

Sub-station building.

(ii)

Sub-station Equipment/Transformer.

(iii)

Pump & Motor set in/c installation

(iv)

H.T./L.T. Line

(v)

PDB/DESA/REB Charge.

(vi)

Standby Power & Source.

(vii)

Earthing System.

(viii)

Overhead Transmission.

(ix)

Underground cable laying.

(x)

Compound light. Wiring system & other safety system.

1

No.

N

N

P

P

Electro-Mechanical Component. 18.

(i)

Lift. Not required

(ii)

Air Condition Not required

1

No.

185.99

sqm

Tk.

342.20

/sqm

Tk.

63,644.07

1859.85

sqm

Tk.

136.88

/sqm

Tk.

254,576.27

Gas Connection. 19.

20.

21. 22.

(i)

Ground Floor. (From Additional Cost Chart item-8-i) Consider 50% cost as parking. 0.50x371.97 sqm @ Tk. 342.20 per sqm

(ii)

Other floor (From Additional Cost Chart item-8-ii): 5x371.97 sqm @ Tk. 136.88 per sqm

Construction of Compound drain Cost on meter basis (From Additional Cost Chart item-15i/ii/iii)

Q

Approach Road. As per requirement. (From Additional Cost Chart item-13-i/ii)

R

(i)

Boundary Wall. As per requirement. (From Additional Cost Chart item-11-i/ii/iii/iv/v/vi/vii)

(ii)

Gate, As per requirement. (From Additional Cost Chart item-11-viii)

S

23.

Site improvement.

T

24.

Testing of materials as per requirement

U

25.

Arboriculture/Landscape (As per requirement):

V

26.

Fire Fighting (As per requirement):

W Total "D"

=

Sub-Total "X"

=

sum of cost from item 14 to 26 (A+B+C+D)

27.

Quality Assurance , Material Sample Collection & Testing ( 1% of X )

"Y" =

1% of "X"

28.

Contingency (5% of X) or Actual need.

"Z" =

5% of "X" Or Actual need

Grand Total =

(X+Y+Z)


ANNEXURE-C

Annexure-C FINISH SCHEDULE

Element

Name of Space

Standard

Super

Special

PARKING SPACE

Paving block/ Casting(rough)

Brick/Paving block/ Casting(rough/stamped)

Brick/Paving block/ Casting(rough/stamped)

Local best quality non-skid floor tiles. (Size: Minimum 300mmX300mm)

Local/ Foreign best quality non-skid floor tiles. (Size: Minimum 600mmX300mm)

Local/ Foreign best quality non-skid floor tiles/ Marble/ Granite. (Size: Minimum 600mmX300mm, For Designed floor Random size as per design)

LIFT LOBBY

Local best quality non-skid floor tiles. (Size: Up to 600mmX600mm)



BED ROOM

Local best quality non-skid floor tiles or Terrazzo (Cast in Situ/Tiles). (Size: Up to 600mmX600mm)

Local/ Foreign best quality Matt/ Mirror Polished floor tiles (Size: Minimum 600mmX600mm)

Local/ Foreign best quality Matt/ Mirror Polished floor tiles/ Marble/ Granite. (Size: Minimum 600mmX1200mm, For Designed floor Random size as per design)

DRAWING




DINING




KITCHEN


Local/ Foreign best quality Non Skid floor tiles.

Local/ Foreign best quality Non Skid floor tiles/ Marble/ Granite. (Size: Minimum 600mmX1200mm, For Designed floor Random size as per design)

TOILET


Local/ Foreign best quality Non Skid floor tiles.

Local/ Foreign best quality Non Skid floor tiles/ Marble/ Granite. (Size: Minimum 600mmX1200mm, For Designed floor Random size as per design)

Local best quality non-skid floor tiles. (Size: Up to 600mmX600mm)



STAIR

Floor

CORRIDOR / PASSAGE

295


ANNEXURE-C

Element

Interior Wall

Name of Space

Standard

Super

Special

VERANDAH




PARKING SPACE

Plastered and Painted with Acrylic Emulsion paint.

Plastered and Painted with Acrylic/ Satin Emulsion paint.

Plastered and Painted with Acrylic/ Satin/ Granulated/ Textured Emulsion paint. OR Local/ Foreign best quality Glazed/ Matt Ceramic tiles.

STAIR



Plastered and Painted with Acrylic/ Satin/ Granulated/ Textured Emulsion paint.

LIFT LOBBY



Plastered and Painted with Acrylic/ Satin/ Granulated/ Textured Emulsion paint. OR Local/ Foreign best quality Matt/ Glazed wall tiles/ Marble/ Granite.(Size: Random as per design)

BED ROOM



Plastered and Painted with Acrylic/ Satin/ Granulated/ Textured Emulsion paint OR Wall Paper.

DRAWING



Plastered and Painted with Acrylic/ Satin/ Granulated/ Textured Emulsion paint OR Wall Paper.

DINING


Plastered and Painted with Acrylic/ Satin Emulsion paint. OR Local/ Foreign best quality Glazed Ceramic tiles (Size: Minimum 600mmX300mm)

Plastered and Painted with Acrylic/ Satin/ Granulated/ Textured Emulsion paint. OR Local/ Foreign best quality Matt/ Glazed wall tiles/ Marble/ Granite.(Size: Random as per design)

KITCHEN

Local best quality Glazed Ceramic tiles (Size: Up to 600mmX300mm)

Local/ Foreign l best quality Glazed Ceramic tiles (Size: Minimum 600mmX300mm)

Local/ Foreign best quality Matt/ Glazed wall tiles/ Marble/ Granite.(Size: Random as per design)

TOILET

Local best quality Glazed Ceramic tiles (Size: Up to 600mmX300mm)

Local/ Foreign best quality Glazed Ceramic tiles (Size: Minimum 600mmX300mm)

Local/ Foreign best quality Glazed Ceramic tiles (Size: Minimum 600mmX300mm)

CORRIDOR / PASSAGE



Plastered and Painted with Acrylic/ Satin Emulsion paint. OR Local/ Foreign best quality wall tiles/ Marble/ Granite.(Size: Random as per design)

VERANDAH


Plastered and Painted with Acrylic/ Satin/ Matt Enamel Emulsion paint.

Plastered and Painted with Acrylic/ Satin/ Matt Enamel Emulsion paint. OR Local/ Foreign best quality wall tiles/ Marble/ Granite.(Size: Random as per design)

296


ANNEXURE-C

Name of Space

Standard

Super

Special

Exterior wall

ALL

Plastered and Painted with Standard Exterior Emulsion paint. For exposed brick or concrete facing wall painted with Water Repellent /Clear sealer/ Lacquer with pointing.

Plastered and Painted with Standard/Premium Exterior Emulsion paint. For exposed brick or concrete facing wall painted with Water Repellent Clear sealer/ Lacquer with pointing.

Plastered and Painted with Premium Exterior Emulsion paint. For exposed brick or concrete facing wall painted with Water Repellent Clear sealer/ Lacquer with pointing.

Ceiling

ALL




Door frame-of Teak Chamble. Shutter- Chittagong Teak Wood Solid/ Designed door with best quality polish.

Door frame-of Teak Chamble/ Chittagong Teak. Shutter- Burma Teak Wood Solid/ Designed door with best quality polish.

OTHER DOOR

Door frame-of Teak Chamble. Shutter- Teak Chamble Veneered Particle Flush door with best quality polish.

Door frame-of Teak Chamble/ Chittagong Teak. Shutter- BurmaTeak Veneered Particle Flush door with best quality polish.

Door frame-of Burma Teak/ Chittagong Teak. Shutter- Burma Teak Wood Solid/ Designed door with best quality polish.

KITCHEN DOOR

Door frame- of Teak Chamble. Shutter- Inside Melamine / Plastic Board Cladded, Outside Teak Chamble Veneered Particle Flush door with best quality polish and paint.

Door frame- of Teak Chamble/ Chittagong Teak. Shutter- Chittagong Teak Wood Solid/ Designed (with Glass Panel) door with best quality polish.

Door frame-of Burma Teak/ Chittagong Teak. Shutter- Burma Teak Wood Solid/ Designed (with Glass Panel) door with best quality polish.

Door frame-of UPVC/ Teak Chamble. Shutter- UPVC / Inside Melamine or Plastic Board Cladded, Outside Teak Chamble Veneered Particle Flush door with best quality polish and paint.

Door frame- of Teak Chamble/ Chittagong Teak. Shutter- Inside Melamine / Plastic Board Cladded, Outside Burma Teak Veneered Particle Flush door with best quality polish and paint.

Door frame-of Burma Teak/ Chittagong Teak. Shutter- Inside Melamine / Plastic Board Cladded Burma Teak Wood Solid/ Designed door with best quality polish and paint.

Door frame- of Teak Chamble/ Chittagong Teak. Shutter- Burma Teak Veneered Particle Flush door with best quality polish and paint.

Door frame-of Burma Teak/ Chittagong Teak. Shutter- Burma Teak Wood Solid/ Designed door with best quality polish and paint.

Element

MAIN DOOR

Door

BATHROOM DOOR

VERANDAH DOOR

Door frame- of Teak Chamble. Shutter- Teak Chamble Veneered Particle Flush door with best quality polish and paint.

Door frame-of Burma Teak/ Chittagong Teak. Shutter- Burma Teak Wood Solid/ Designed door with best quality polish.

297


ANNEXURE-C

Element

Window

Name of Space

Standard

Super

Special

Grill-6 mm x 25 mm. Flat Bar or 16mm Square Bar with Enamel paint.

Grill-6 mm x 25 mm. Flat Bar or 16mm Square Bar with Enamel paint.

Grill-6 mm x 25 mm. Flat Bar or 16mm Square Bar with Enamel paint. Frame-100 mm Aluminium Section with Mosquito net of Silver/ Bronze Colour or Powder Coated.

Frame-100 mm Aluminium Section with Mosquito net of Silver/ Bronze Colour.

Frame-100 mm Aluminium Section with Mosquito net of Silver/ Bronze Colour.

Shutter-Sliding Aluminium Panel fabricated with Glass shutter.

Shutter-Sliding Aluminium Panel fabricated with Glass shutter.

Shutter-Sliding Aluminium Panel fabricated with Glass shutter. OR Shutter-Pivoted Aluminium Panel fabricated with Glass shutter.

STAIR

Metal (M.S.) Vertical and Horizontal Posts with Wooden Top Rail.

Metal (M.S./S.S./Casting) Vertical and Horizontal Posts with Wooden Top Rail.

Metal (M.S./S.S./Casting) Vertical and Horizontal Posts or Tempered Glass Panel with Wooden/Metal Top Rail.

VERANDAH

Metal (M.S.) Vertical and Horizontal Posts with Metal Top Rail.

Metal (M.S./S.S./Casting) Vertical and Horizontal Posts with Metal Top Rail.

Metal (M.S./S.S./Casting) Vertical and Horizontal Posts or Tempered Glass Panel with Metal Top Rail.

ALL

Rail

NOTE:

1) Generally for Residential Buildinga) Unit size 500 sft to 1250 sft shall be considered for Standard Category b) Unit size 1500 sft to 2500 sft shall be considered for Super Category c) Unit size >2500 sft shall be considered for Special Category In special cases, irrespective of unit size building category will be decided as per finish schedule. 2)

For Non-Residential Building the category shall be considered as per significance of the building.

298


ANNEXURE-D

299

Annexure-D NAME OF THE MATERIAL BRAND AS USER GUIDE* (SUBJECT TO SATISFY THE STANDARD TESTS AND APPROVAL BY PWD) SL.

NAME OF THE MATERIAL AND STANDARD**

BRAND NAME

1.1

AKIJ

1.2

ANWAR BRAND

1.3

ANCHOR

1.4

AMAN CEM

1.5

BASHUNDHARA

1.6

CAMEL BRAND

1.7

CROWN

1.8

DESHBONDHU

1.9

DIMOND BRAND

1.10

FIVE RINGS

CEMENT 1.

BDS EN 197-1: CEM-I, 52.5N PORTLAND CEMENT (BDS EN 197-1:2003)

MANUFACTURER

Akij Cement Ltd. 27, Dilkusha C/A, Dhaka-1000. Anwar Cement Ltd. Baitul Hossain Building, 14th Floor, 27 Dilkusha Commercial Area, Dhaka-1000. Phone: 02-02-9564033;Fax:02-8837464; 02-7124264 E-mail:[email protected]; Web:www.anwargroup.com Olympic Cement Ltd. Green Grandeur 58/E, Kemal Ataturk Avenue (11th Floor), Banani, Dhaka-1213 Phone: 9821503, 9821504 Aman Cement Industries Lt d. 2 Ishakha Avenue,Sector#6, Uttara, Dhaka-1230; Phone:02-7911691-3;8962297; Fax:02-8920510; E-mal:[email protected];Web:www .amangroupbd.com. Bashundhara industrial Complex Ltd. Bashundhara Industrial Headquarters Plot no. 03, Block # G, Umme Kulsum Road Bashundhara R/A Dhaka-1229 Phone : 02-8401024-8,01730328882 Aramit Cement Ltd. 53/A Kalurghat Heavy Industrial Area, Chittagong Phone : 031-670 368 M.I Cement Factory Ltd. House # 1 & 7 Road # 95 Block # CEN(A) North Avenue, Gulshan-2, Dhaka-1212 Phone: 9852633, 9852634, 9852636 Deshbondhu Cement Mills Ltd. House No-59, Road-27, Block-K, Banani, Dhaka-1213. Phone- +880-1755552875 Dimond Cement Ltd. 220 Strand Road, Chittagong-4000 Phone: 031-611041-3 Dubai Bangladesh Cement Mills Ltd House # 06, Road # 1, Dhanmond, Dhaka-1212 Phone: 02-9663393-3

* USER'S are requested to collect respective Bangladesh Standards (BDS) from BSTI: in absence of BDS one shall collect ASTM/BS/EN/ISO/IS etc. to select tests and acceptable criteria. ** To comply mentioned standard (s) or standard (s) subsequently released from Bangladesh Standard and Testing Institute (BSTI). NB: List of the companies arranged in alphabetic sequence.


ANNEXURE-D

SL.


BRAND NAME

1.11

FRESH

1.12

HOLCIM

1.13

KING BRAND

1.14

LION

1.15

MEGHNACEM DELUXE

1.16

METROCEM

1.17

MIR CEMENT

1.18

NGS

1.19

PREMIER

1.20

ROYAL

1.21

SEVEN HORSE

1.22

SEVEN RING

1.23

SHAH CEMENT

1.24

TIGER BRAND

1.25

ULTRATECH

CEMENT BDS EN 197-1: CEM-I, 52.5N PORTLAND CEMENT (BDS EN 197-1:2003)

300

MANUFACTURER

Unique Cement Industries Limited Fresh Villa, House-15, Road-34, Guilshan-1, Dhaka-1212 Phone: 9889306, 9889490 Holcim (Bangladesh) Ltd. House No.8, Road No-14 Baridhara, Dhaka-1212 Phone: 02-988 1003, 8812485 Meghna Cement Mills Ltd. Road No-3(Umme Kulsum Road), Block-G Bashundhara R/A, Dhaka-1229. Phone: 02-9401024, 8401025-8 Confidence Cement Ltd. Ispahani Building (3rd Floor), Sk.Mujib Road, Agrabad C/A Chittagong.Phone: 7114713,711475 Unique Cement Industries Limited Meghnaghat, Sonargaon, Narayangonj. Metrocem Cement Ltd. Uenus center (level-12), 52-53 Dilkusha C/A, Dhaka-1000. Mir Cement Ltd. House # 8, Level # 3, Road # 14 Dhanmond R/A, Dhaka-1209. Phone : 8110554, 8122883, 91047215 NGS Cement Industries Ltd. Uttar Patenga, Chittagong. Premier Cement Mills Limited TK Bhaban (12th Floor), 13 Kawan Bazer, Dhaka-1215 Phone : 02-9144788, 9127610, 9129826, 9126220 Royal Cement Co. Ltd. Kabir Monil, SK Mujib Road Agrabad, Chittagong. Phone: 31-715222, 726293. Eastern Cement Industries Ltd. Walsow Tower, Level-1&2 21 &23,Kazi Nazru Islam Avenue, Dhaka.1000. Seven Circle (Bangladesh) Ltd. LANDVIEW 7th Floor, 28 Gulshan North. Gulshan-2, Dhaka-1212 Phone: 8817690-3 Shah Cement Industries Ltd. 13, Dilkusha C/A (4th Floor), Dhaka-1000 Phone : 02-9550324, 9572201-2 Madina Cement Industries Ltd. Madina Green Vila-5, Green Square Green Road, Dhaka-1205 Phone : 9663706, 9663714 Emirates Cement Bangladesh Ltd. Chandiwala Mansion, Level-4, House-32, Road11, Block-G, Banani, Dhaka-1213. Phone-+8802-9870069


ANNEXURE-D

SL.


BRAND NAME

2.1

AKS

2.2

ANWAR

ASBRM 2.3

2.

2.4

BSI

2.5

BSRM

STEEL

2.6

CSRM

FOR THE REINFORCEMENT OF CONCRETE Grade: 300, 400 BDS ISO 6935-2: 2006 Max fy ≈ 330 and 450 Ratio fu to fy ≥ 1.25

2.7

ELITE

2.8

GPH

2.9

HKG

2.10

HI-TECH

2.11

HRRM

2.12

KSRM

2.13

MAGNUM

2.14

METROCEM

2.15

PHP

301

MANUFACTURER

Abul Khair Steel Ltd. House#75, Road# 9/A, Dhanmondi R/A,Dhaka. 031-752181-2; 714541-4, Fax:031720239,710051. www.abulkhairsteel.com Anwar Steel Ltd. Baitul Hossain Building, 14th Floor, 27 Dilkusha Commercial Area, Dhaka-1000. Phone:02-029564033;Fax:02-8837464; 02-7124264 Email:[email protected]; Web:www.anwargroup.com Ambient Steel (BD) Ltd. Shah Makhdum Avenue, Sector #12, House #07, Uttara, Dhaka Phone : 02-55085571, 55085572 Bandar Steel Industries Ltd. 15/5, Bijoynogor, Akram Tower2.1 (10th Floor, Room # 06), Dhaka-1000 Phone: 02-8391331, 01715345151. Bangladesh Steel Re-rolling Mills Ltd. BSRM Steels Limited Mahbub Castie (2nd $ 4th Floor) 35/A Purana Paltan Line, Dhaka-1000 Phone: 02-8311994, 9358135, 9344136 Chakda Steel and Re-rolling Mills Ltd. Rasulpur, Fatulla, Narrayangon. Elite Iron & Steel Ind. Ltd. South Avenue Tower (2nd Floor), House # 50, Road # 3.7, Gulshan Avenue Gulshan-1, Dhaka1212 Phone: 02-9857884, 9857910, 9857890 GPH Ispat ltd. Crown chamber, 325, Asadjonj, chittagong-4000. HKG Steel Mills Ltd. Mridhakandi, Newtown, Sonargoan, Narayangonj. Phone: +8801711561143 Hi-tech Steel & Re-Rolling Mills Ltd. Bulta, Rupgonj,.Narayangonj. HR Steel Re-rolling Mills Ltd. Road 13,Plot-7/9,Shampur, Kadamtoli,Dhaka. KSRM Steel Plant Ltd. Kabir Manzil SK Mujib Road Agrabad, Chittagong Phone : 880-31-711501-5, 2513791-4 Magnum Steel Industries Limited Rubayat, House-15, Road-24, Gulshan, Dahaka1212, Contact: 02-9881699;58814247; 9896740;Fax:02-9851584 E-mail:[email protected]; Web:www.magnumbd.com Metrocem Ispat Limited G-9/1 Chandra, Gazipur. PHP Ispat Limited. Bagdi, Gorashal, Plash, Norshindi.


ANNEXURE-D

SL.


2.16

RSRM

2.17

SAS

2.18

SCRM

2.19

SSRM

2.20

TIGER

3.1

AQUA PAINT

3.2

ASIAN PAINT

3.3

BERGER

PAINT

3.4

ELITE PAINT

Plastic Emulsion Interior BDS 1097 (para-1):1984 Plastic Emulsion Exterior BDS 1097 (para-2):1984 Cement Paint BDS 1706:2002 Synthetic Enamel Paints BDS 1423/1993

3.5

NIPPON

3.6

PAILAC

3.7

RAK

3.8

ROXY

4.1

FALCON

4.2

HATIM

STEEL FOR THE REINFORCEMENT OF CONCRETE Grade: 300, 400 BDS ISO 6935-2: 2006 Max fy ≈ 330 and 450 Ratio fu to fy ≥ 1.25

3.

4.

BRAND NAME

Mild steel (MS), Galvanized (C.I) Pipes and Fittings BDS 1031:2006

302

MANUFACTURER

Ratangpur Steel Re-Rolling Mills. Ltd. 99, Gulshan Avenue, Gulshan-2, Dhaka-1212 Phone: 02-9892936, 9890457, 9891415, 8812621. Shafiul Alam Steel Re-Rolling Mills Suite-A-1, House-4, Road-18 Block-A, Banani, Dhaka-1213 Phone : 02-8838012 Salam Steel Concast Re-Rolling Mills Ltd. Police Piaza Concord, Flat No # 9/H, Plot # 02, Road No # 144, Gulshan Model Town, Dhaka1212. Shahriar Steel Mills Ltd. Konapara, Jatrabari, Dhaka-1362 SS Steel Pvt. Ltd. SS Steel Building, 17/C Panthapath, Dhaka1207. Phone: +8802-9101111 Octagon Fibres & Chemicals Ltd. Elite House, 54 Motijheel C/A(2nd Floor) Dhaka-1000 Phone: 9561376, 7160132. Asian Paints (Bangladesh) Ltd. House # 428/A( 3rd & 5 th Floor) Road # 30 New DOHS, Mohakhali, Dhaka-1206 Phone : 9859329, 9893283 Berger House, House # 08, Road # 02, Section # 03 Uttara Model Town, Dhaka. Phone: 028953669 Elite Paint & Chemical In. Ltd. Syed Grand Centre, Level. 9 Plot 89, Road, 28 Sector 7 Uttara, Dhaka-1230 Phone: 8913674, 8913558. Nippon Paint (Bangladesh) Pvt .Ltd 60/E/2, Purana Paltan (Dewan Manjil), Dhaka-1000 Phone: +8802 9559889, 01730376000. Pailac Chemical Co. 3/7, Sonatangore, Hazarrbagh, Dhaka-1209 Phone: 02-966 2345, 9672303. RAK Paints (Pvt.) Ltd. RAK Tower (12th Floor), Plot # 1/A, Jasimuddin Avenue, Sector # 3, Uttara Model Town. Dhaka-1230 Phone: 8923297 Roxy Paints Limited House # 08, Road # 14 (New) Dhanmondi R/A Dhaka Phone: 9118481, 9126154. Rangpur Metal Industries Ltd. Cilipm, shahzileayer, shachagonj, Hobigonj. Hatim Industries Ltd. 188/A, Jubilee Road, Chittagong, Bangladesh.


ANNEXURE-D

SL.


uPVC PIPES FOR POTABLE WATER SUPPLY AND FITTINGS 5.

6.

BDS 1496:2006 BS 3505:1996 ISO 4422-2:1996 (E) BDS 1878:2014 BDS ISO 4422-1:2008 BDS ISO 4422-3:2007 BDS ISO 4422-4:2008

PP-R PIPES FOR POTABLE WATER SUPPLY AND FITTINGS

BRAND NAME

HDPE COIL PIPE

7.2

HDPE PIPE & FITTINGS FOR SANITARY WORKS

DIN 16963 Part 1-14

ISO 4427-2:2007 (Pipes) ISO 4427-3:2007 (Fittings)

SANITARY FIXTURES 8.

9.

BDS 632,635,1361: 1992, 1356:1992 1357:1992, 1507:1992, 1508:1992 1509:1992, 1593:1998 ASTM: 1245-89 (2001)

WATER STORAGE TANKS (PORTABLE)

10.

BS 6717-1:1993 ASTM C 42

Anwar Polymer Ltd. Baitul Hossain Building, 14th Floor, 27 Dilkusha commercial area, Dhaka-1000. Phone:02-029564033;Fax:02-8837464; 02-7124264 Email:[email protected]; Web:www.anwargroup.com Bengal Plastics Pipes Ltd. Bengal house, 75 Gulshan Avenue, Gulshan-1, Dhaka-1212. Hatim Polymer Industries Ltd. 188/A, Jubilee Road, Chittagong, Bangladesh. National Polymer Industries Ltd. 36, Lake Circus Kalabagan, Dhaka Phone: 02-811 5054-57 RFL Plastics Ltd. Bagpara, Palash, Narshindi.

ANWARS A1

5.2

BENGAL

5.3

HATIM

5.4

NPI

5.5

RFL

6.1

HATIM

Hatim Polymer Industries Ltd. 188/A, Jubilee Road, Chittagong, Bangladesh.

7.1.1

HATIM

Hatim Polymer Industries Ltd. 188/A, Jubilee Road, Chittagong, Bangladesh.

7.2.1

RFL

RFL Plastics Ltd. Bagpara, Palash, Narshindi.

8.1

SATTAR

8.2

SARKAR

9.1

GAZI TANK

9.2

MADINA TANK

9.3

SERA

10.1

BARAKA

BDS 1699:2002

PAVING BLOCK, UNIPAVER & KERB STONE

MANUFACTURER

5.1

DIN 8077/8078 , DIN 16962 7.1

303

Sattar Metal Industries 27, Dilkhusha C/A (5th Floor), Suite # 602, Dhaka-1000 Phone: 02-9551147 Sarker Metal Engineering & Industries Ltd. 78/B/7/6, North Zatrabari, Dhaka. Gazi Tanks 18-20 kadamtali Road, Shampur 1/A Shampur, Dhaka-1204 Phone: 02-9551147 Madina Polymer Industries Ltd. Green Villa, 5 Green Square, Green Road, Dhaka-1205 Phone : 02-9668640 Banga Building Materials Ltd. Pran-RFL Center, 105 Middle Badda, Dhaka-1212. Phone:02-8837464;Fax:02-8837464 E-mail:[email protected]; Web:www.rflplastics.com Baraka Engineers Ltd. House #25, Road#34, Gulshan-2, Dhaka-1212.


ANNEXURE-D

SL.

11.

12.


BRAND NAME

11.1

BISF

11.2

RAK

11.3

STAR

11.4

STELLA

12.1

AKIJ

12.2

ATI

12.3

CBC Tiles

12.4

DBL

12.5

FU-WANG

12.6

GREAT WALL

12.7

MIR CERAMIC

12.8

RAK

SANITARY WARES BDS 1162:2012

CERAMIC TILES BDS ISO 13008:2006

304

MANUFACTURER

Bangladesh Insulator & Sanitary Wares Factory Ltd. Bux Nagar, Mirpur, Dhaka-1216 Phone: 02-8012 327 RAK Ceramics (Bangladesh) Ltd. RAK Tower (7th, 8th & 9 Floor), Plot # 1/A, Jasimuddin Avenue, Sector # 3, Uttara Model Town, Dhaka-1230 Phone : 8917393, 8922285, 8912303. Star Ceramics Ltd. House#44; Road#10; Sector#11; Uttara; Dhaka1230. Phone: 88 02 8950384, 88 02 7913322; Fax: 88 02 7914830 E-mail:[email protected]; Web: www. starceramicsbd.com Abul Khair Ceramic Industries Li mited. Empori Financial Center; Level-13; Plot-6;Road93,North Avenue, Gulshan-2; Dhaka-1212.Phone: +88 02 88812-21,23; Fax: +88 02 88810-57,51,52:Web: www.stellasanitary.com Akij Ceramics Ltd. Mofiz Chamber, 75 Dilkusha, C/A, Dhaka-1000. Phone-+880-1755581643 ATI Ceramic Ltd. khwaja Enayetpure Tower, 17, Bir Uttam K.M. Shafiullah Road(Green Road), Dhaka-1230 Phone: 02-966 2611-4, 8628423-4 China Bangla Ceramic Industries Ltd. National Plaza (5th floor) 109, Bir Uttam. C.R Dutta Road Dhaka-1205 Phone: 8615922, 9668278-9 DBL Ceramics Ltd. Dhanua, Sreepur, Gazipur Fu-Wang Ceramic Industry Ltd. 204/B (4th Floor), Bir Uttam Mir Shawkat Road, Teigaon Gulshan Link Road, Dhaka-1208 Phone: 9883274-5, 8825573, 8823985 Great Wall Ceramic Industries Ltd. 13/1, Paribagh, Bir Uttom C.R.Dutte Road, Dhaka-1209 Phone : 966308, 9664607 Mir Ceramic Ltd. House No.13, Road No.12, Dhanmondi R/A Dhaka-1209. Phone : 8110131, 8110997, 9134572-3 RAK Ceramics (Bangladesh) Ltd. RAK Tower (7th, 8th & 9 Floor), Plot # 1/A, Jasimuddin Avenue, Sector # 3, Uttara Model Town, Dhaka-1230 Phone : 8917393, 8922285, 8912303.

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