Final DPR Report NH-80 Jn

GOVERNMENT OF BIHAR ROAD CONSTRUCTION DEPARTMENT NATIONAL HIGHWAY WING

Detailed Project Report NH No. NH DIVISION NH CIRCLE

: 80 : N.H. Division, Lakhisarai at Munger N.H. Circle, Baghalpur

NAME OF WORK

: : Mokama - Hathidah Section : Improvement of Stretch

ESTIMATED COST

:

NH SECTION

and Junctions at Km. 0 to Km. 1.400 of NH-80 in the State of Bihar 13.975 Crores

Ref. : Annual Plan Provision for for Year 2016-2017 of M/oRT&H for for Bihar State

July 2016 Preparedd By : Transtek Engineers & Services Pvt. Ltd. Prepare Shivpuri, P/O-Shastrinagar, Patna-23

Improvement of Stretch Stretch and Junctions Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under under N.H. Division, Lakhisarai at at Munger.

CONTENTS

Detailed Project Report including Cost Estimate For Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger Chapter

PARTICULARS

Page No.

1.

Report

01 – 10

2.

Engineering Design and Improvement Proposals

11 - 23

3.

General Abstract of Cost and Detailed abstract of Cost

24 – 37

4.

Detailed Computation of Quantities

38 - 47

5.

Analysis of Rates

48 – 69

6.

Drawings Details (page No. 70 onwards)

Plan and Profile Drawing at Bridge Location Typical Cross Section, Junction Improvement and other Miscellaneous Drawing General Arrangement Drawing of Proposed Bridge

Drawing No.


CONTENTS

Detailed Project Report including Cost Estimate For Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger Chapter

PARTICULARS

Page No.

1.

Report

01 – 10

2.


11 - 23

3.


24 – 37

4.


38 - 47

5.

Analysis of Rates

48 – 69

6.

Drawings Details (page No. 70 onwards)

Plan and Profile Drawing at Bridge Location Typical Cross Section, Junction Improvement and other Miscellaneous Drawing General Arrangement Drawing of Proposed Bridge

Drawing No.


1.

Report

1

Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar under N.H. Division, Lakhisarai at Munger.

1. R E P O R T 1.1

Preliminary

1.2

Authority and Plan :

1.3

Introduction & Necessity:

1.4

Existing Features of Project Section

1.4.1 1.4.2 1.4.3 1.4.4 1.4.5 1.4.6 1.4.7 1.4.8

Highway Alignment Existing Road Inventory Existing Right-of Way and Available Land for proposed Widening Work Existing Road Crust in Project Section Pavement Condition Highway Junctions Rain / Flood Water Overtopping in the project Stretch Utility Services

1.5

Sub-grade Soil Investigation Report

1.6

Traffic count Data

1.7

Materials for proposed Construction work

1.8

Specification & Test Result

1.9

Labour

1.10

Rates

1.11

Project Cost Estimate

1.12

Construction Programme

1.13

Drawings

2


1. R E P O R T 1.1

1.2

Preliminary Name of work

:

Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar Bihar

State

:

Circle

: N.H. Circle, Baghalpur

Division

: N.H. Division, Lakhisarai at Munger

Section

:

Mokama – Hathidah Section

N.H. No.

:

80

Estimated cost

:

13.975 Crores (including centages)

Authority and Plan :

This detailed estimate amounting to Rs. 13.975 Crores has been prepared for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 Mokama – Hathidah Section of NH-80 in the State of Bihar in the state of Bihar under N.H. Division, Lakhisarai. The proposed work also find place in the list of Annual Plan for Bihar State for the year 2016-2017 approved by M/oSRT&H.

1.3

Introduction & Necessity:

National Highway No. 80 links Mokamah in Bihar to Farrakka in West Bengal. The total length of NH-80 is around 310 Km. and is passes through three states – Bihar (200 km), Jharkhand (100 km) and West Bengal (10 km) of eastern India. In Bihar NH 80 passes through Lakhisarai - Munger - Bhagalpur - Kahalgaon – Rajmahal and finally meets NH 34 at Farrakka. The Project Section under consideration from Ch. 0.00 to Ch. 1.400 is the Stating stretch of NH80. The Work for Improvement of NH-80 Section from Ch. 1.400 onwards has already been completed By NHAI, Govt. of India. The Stretch from Section Ch. 0.00 to Ch.1.400 and the 275 m. length of Connecting Highway from Junction Point of NH-31 to Junction at Ch. 0.00 (NH80) had been left unimproved including the Major Junctions improvement work and other associated Junctions connecting NH-31 & NH-80. There is lot of Traffic conflict at this Location and Traffic Jams Take place for several hours. The details of existing highway Junction is shown in drawing on Next Page. Improvement of the Stretch from Ch. 0.00 to Ch. 1.400 and Connecting Length of NH-31 Jn. To NH-80 Jn. (275 m. + 162.50 m.) along with 4 Nos. of Major Junctions falling in between is the necessitated. The Improvement Plan of These stretch has been finalised accordingly.

3


Project Section Map of NH-80 Km. 0.00 to Km. 1.400 and 4 - Junctions

4


1.4

Existing Features of Project Section 1.4.1

Highway Alignment

The geometric features are fairly satisfactory except. The Project Section is falling built-up zone. Vertical Alignment in the project stretch is also found satisfactory. 1.4.2

Existing Road Inventory

The summary of existing Road Inventory is presented in Table 1.1 below Table 1.1 : Summary of existing Road Inventory Sl. No. 1

2

3

1.4.3

Chainage Carriage Way in m. From & To 0.000 to 1.400 At Junction Location Main section of NH16 m. (4-Lane) 80 & Remaining 7 m. Connecting Highway At Junction Location (NH-31 to NH-80 16 m. (4-Lane) Ch. 0.000 to Ch. 0.275 & Remaining (towards Patna) 7 m. Connecting Highway At Junction Location (NH-31 to NH-80 16 m. (4-Lane) Ch. 0.000 to Ch. 0.165 & Remaining Towards Barauni 7 m.

Shoulder Type Earthen

Embankment Height Flushing with adjoining Ground Built-Up Zone

Pavement Type

Earthen

Flushing with adjoining Ground Built-Up Zone

Bituminous Pavement

Earthen

Flushing with adjoining Ground Built-Up Zone

Bituminous Pavement

Bituminous Pavement

Existing Right-of Way and Available Land for proposed Widening Work

The existing Right-of Way and Available Land for proposed Widening Work is presented in Table 1.2 below Table 1.2 Existing Right-of Way and Available Land for proposed Widening Work Sl. Chainage Length in m. Existing Right-of Available Land No. From & To Way for proposed Widening Work 1

2

3

4

0.00 to 0.110 Main Stretch of NH-80 0.110 to 1.400 Main Stretch of NH-80 Connecting Highway (NH-31 to NH-80 Ch. 0.000 to Ch. 0.275 (towards Patna) Connecting Highway (NH-31 to NH-80 Ch. 0.000 to Ch. 0.165 Towards Barauni

110

18 m. to 19 m.

18 m. to 19 m.

1290

12 m. to 13 m.

12 m.

275

22 m. to 25 m.

22 m. to 25 m.

165

13 m. 18 m.

13 m. to 18 m.

5


1.4.4

Existing Road Crust in Project Section

The existing Road Crust in Project Section in Project Section is presented in Table 1.3 below Table 1.3: Summary of Existing Road Crust in Project Section Sl. No.

1

2

3

Chainage From & To

Carriage Way in m. Base & Sub- Surfacing Base Layer Layer In mm. in mm. 0.000 to 1.400 At Junction Location 315 65 Main section of NH-80 16 m. (4-Lane) Bituminous & Remaining 7 m. Connecting Highway At Junction Location 295 57 (NH-31 to NH-80 16 m. (4-Lane) Bituminous Ch. 0.000 to Ch. 0.275 & Remaining (towards Patna) 7 m. Connecting Highway At Junction Location 290 64 (NH-31 to NH-80 16 m. (4-Lane) Bituminous Ch. 0.000 to Ch. 0.165 & Remaining Towards Barauni 7 m. Avg. Road crust Thickness in mm.

1.4.5

Total Crust Thickness in mm. 380

352

354

365 mm.

Pavement Condition

The Km. wise summary of existing pavement condition is presented in Table 1.4 below. Table 1.4: Summary Pavement Condition Sl. No.

Chainage From (Ch.) To (Ch.)

Pavement Condition

1 2

0.000 to 1.400 Main section of NH-80 Connecting Highway (NH-31 to NH-80) Ch. 0.000 to Ch. 0.275 (towards Patna) Connecting Highway (NH-31 to NH-80 Ch. 0.000 to Ch. 0.165 Towards Barauni

Fair to Poor Fair to Poor

3

1.4.6

Fair to Poor

Highway Junctions

There are 4 Major Junction falling in the Project Section as shown in the drawings & Plans enclosed at previous page. Details of major highways Junction are outlined in Table 1.5 below. Table 1.5 : List of Major Highway Junction Sl. No. 1

2 3 4

Location Type of /Chainage Junction Junction “A” T Junction At Ch. 0.00 (NH-31 & NHof Main Stretch 80) Junction “B” All there Junction are Y Junction Junction “C” Connecting (NH-31 & NHJunction “D” 80)

Place

Remarks

Bata More Jn.

Connecting Mokama Town on Left Side and NH-80 Stretch on Right side Inter-Connecting Junction of NH-31 & NH-80 Connecting Highway (NH-31 to NH-80) Moving Towards Patna through NH-31 Connecting Highway (NH-31 to NH-80) Moving Towards Barauni through NH-31

Apart from the National Highways and State Road, around 12 Nos. numbers of minor roads from Mokama Town Built-up Section are meeting NH–80 at different locations throughout in the project section. These adjoining roads are feeder roads connected to different Mohallas of Mokama Town. These roads are generally 3.50 m. wide.

6


1.4.7

Rain / Flood Water Overtopping in the project Stretch

Flood Over-topping is not reported in the project Section

1.4.8

Utility Services

The Detailed field Survey has been done for locating the Utility services in the project stretch. It was found that Electric Transformers, Electric Poles, Telephone Poles, Optic Fiber Cables, Hand Pumps fall within ROW. It has also been observed that some of the utility services are within ROW would not pose any major hindrance in formulating the project. Summary of Existing Utility Services in the project section is outlined below:

1.5

1.

Religious Structure: Total 1 No. of religious structure found within the ROW of project stretch at Junction Location.

2.

Telephone Poles : 16 Nos. of Telephone Poles are existing on either side of the road within the ROW of project stretch.

3.

Electric Poles : There are 32 number of electric poles (with or without wire) located within 7 m on either side of the centre of the existing road.

4.

Electrical Transformer: 5 Nos. of Electric Transformers are existing in the entire stretch. These transformers are housed around 7 m. from the center of the existing pavement.

5.

Hand Pumps : 5 Nos. of Hand pumps are existing at approximately 3 to 5 m. from the edge of the pavements. Most of them have been sunk by private owner.

6.

OFC Cable : Under -ground OFC cables has been found throughout the project stretch on either side within the ROW.

Sub-grade Soil Investigation Report:

The Sub-grade Soil investigation work for each Km. has been carried out in Feb. 2015. Sample of sub-grade soil were collected after excavation of pit at pavement edge. The summary of subgrade soil Investigation Report is presented below for reference: Table 1.7: Sub-grade soil Investigation data Locati Visual on Ch. classification of soil

0.300

0.800

1.6

Seive Analysis (% Passing)

Sand

Atterberg's Limits

Type of soil M. Proctor Test C.B.R. Test Result as per IS Classification O.M Max. Content Without 4 days Soaking 1498 of 1970 .C. Soaking 4.75mm 2.36mm 0.425mm 0.075mm LL PL PI (in Dry den. 2.5 mm 5.0 mm 2.5 mm 5.0 mm %) (gm/cc) Pen. Pen. Pen. Pen. Brownish 100 100 98.89 22.98 77.02 - N.P. SM 14.0 1.761 8.64 9.65 5.27 5.75 Grey Silty Fine Sand Brownish 100 100 98.15 18.25 81.75 - N.P. SM 14.4 1.767 7.85 9.25 5.39 5.36 Grey Silty Fine Sand

Traffic count Data

7-Days Mid Block Traffic Count Survey has been carried out in Project section near Bata More at Ch. 0.200. Summary of Mid Block Count Traffic Data is presented below. From analysis of Traffic count, it has been found that the project section carriers heterogeneous with total PCU of 13732.

7


CLASSIFIED VOLUME COUNT - WEEKLY TRAFFIC COUNT SUMMARY (NH-80 Near Bata More)

Name of Road: NH-80 (Near Bata More)

From : 6.00 A.M.

On : 16/07/2016

Road Classification ………….: Two Lane

To

On : 22/07/2016

Location of Survey Station : At Ch. 0.200 of NH-80

Direction of Traffic -

: 6.00 A.M.

Both SLOW MOVING VEHICLES

FAST MOVING VEHICLES

Count Hour

Car, Jeep, Bus Van, Tempo Autoricksha Agricultural Tractor

Mini/ Midi Bus

Motor Agri. Total Cycle Cycle Animal Ricksh Drawn Cycle, Trac. Fast aw Vehicle Scooter Trailer Moving Moped Bullock Vehicles

Truck Mini 2-Axle Truck Rigid

Multi-Axle

Hand Total Slow Drawn Moving Vehicle Vehicles

Rigid Semi Arti./ Articulated

06AM - 08AM

78

17

26

61

117

93

21

195

39

647

33

22

6

0

61

08AM - 10AM

84

9

31

75

126

102

26

210

44

707

44

18

5

0

67

10AM - 12AM

62

11

27

51

93

87

23

155

39

548

25

21

3

0

49

12AM - 02PM

54

8

18

46

81

78

27

135

34

481

22

27

7

0

56

02PM - 04PM

65

10

22

55

96

84

22

163

41

558

30

18

4

0

52

04PM - 06PM

78

8

17

70

117

96

19

195

47

647

39

20

3

0

62

06PM - 08PM

38

16

16

22

57

83

23

95

24

374

15

15

2

0

32

08PM - 10PM

28

27

6

1

42

53

17

70

18

262

10

0

0

0

10

10PM - 12PM

6

0

1

3

9

14

4

15

6

58

0

0

0

0

0

12PM - 02AM

2

0

0

2

3

5

2

5

2

21

0

0

0

0

0

02AM - 04AM

0

9

0

0

0

7

0

0

0

16

0

0

0

0

0

04AM - 06AM

36

14

13

18

54

81

11

90

18

335

7

9

9

0

25

TOTAL

531

129

177

404

795

783

195

1328

312

4654

225

150

39

0

414

Total UP & DN Per Veh. Type

531

129

177

404

795

783

195

1328

312

Value of PCU / Unit Vehicle Value of PCU/ Type of Vehicle

1.00

3.00

3.00

1.50

3.00

4.50

4.50

0.50

3.00

877.50

664.00

936.00

1.7

531.00

387.00 531.00 606.00 2385.00 3523.50

4654

225

150

39

0

0.50

1.50

8.00

8.00

10441.00 112.50 225.00

312.00

0.00

Materials for proposed Construction work:

Coarse & Fine aggregate will be procured form nearest approved quarry as given below. S. No.

1 2 3 4 5 6 7 8 9 10 11 12 13

Type of material

Unit

Name of Quarry

Stone Boulders Stone Metal Stone Chips Sand Local Sand Steel (TMT Bars) Cement Bitumen (Packed) Bitumen (Emulsion) Bitumen (CRMB) Stone Aggregate as a GSB Brick Hume Pipe

cum cum cum cum cum MT MT MT MT MT

Mirzachowki Mirzachowki Mirzachowki Kiul Local Mokama Mokama Barauni Paharpur Barauni

Carriage Lead In Km. 193 193 193 28 2 13 13 19 578 19

cum

Mirzachowki

193

No m.

Local Mokama

7 13

8

414

649.50


1.8

Specification & Test Result :

The specification and test result for stone metal, stone chips and other materials involved in construction work shall be as per guidelines laid down in the I.R.C. special publication “Specification for Road & Bridge works” latest 5 th Revision 2013.

1.9

Labour:

Skilled & unskilled labour for carrying out different items of works involved in proposed construction is locally available. Other facilities such as transport, food, water & medical care are easily available to them.

1.10

Rates :

The finished rates for carrying out different items of works has been worked out on the basis of “Current Schedules of Rates” of National Highway Wing, Bihar, effective from 01.04.2016.

1.11

Project Cost Estimate

Detailed Cost Estimate for proposed Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in Bihar has been worked out based on detailed quantity computation as per finalised Design and Drawings under DPR. Unit rates for construction items have been analyzed on the basis of the formats given in the standard Data Book for Analysis of Rates published in the year 2003 by Indian Roads Congress on behalf of Ministry of Surface Transport, Road Wing, Govt. of India, New Delhi. Current Schedule of Rates of RCD, Govt. of Bihar, effective from 01.04.2016 has been taken under consideration and cost estimate has been finalised. Local quarries for stones and stone aggregate for construction of road crust and bridge are not available in the near vicinity. Stone quarries at Mirzachowki have been proposed for carrying out the entire work. Sand from Kiul River (Near Lakkhisarai) is available in the near vicinity. Cement & Steel required in construction work shall be procured from Mokama Town in the Project Section. Hume Pipe Factories has been located at Mokama. Based on quantity Computation and Analysis of Rates the Detailed Cost Estimate have been arrived and abstract of Cost presented in Table Below

Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar General Abstract of Cost Sl. No.

Description

Total Cost (in Rupees)

A. Cost of Civil Construction Work 1

Site Clearance and Dismantling

1,846,596

2

Earth Work

1,469,052

3

Grannular Sub bases and Base course

12,816,295

4

Concrete Pavement

69,997,843

5

Drainage and Protection Work

23,425,242

9


Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar General Abstract of Cost Sl. No.


Description

6

Junctions, Footpath and Kerbs

7,565,979

7

Traffic Signs, Marking and Other Road Appurtenances

1,937,678

Sub-Total "A"

9

119,058,685

Add 2.8% As Contingency on "A"

3,333,643 Sub-Total "B"

10

122,392,328 1,835,885

11

Add 1.5% for Work Charge Establishment on "B" Add 1% for Quality Control on "B"

12

Add 9% for Agency Charge on "B"

13

Utility Shifting (Electric Line, Poles and Transformers)

14

Cost of Temple Shifting

750,000

15

Cost of shifting of Hand Pump

280,000

16

1,223,923 11,015,310 1,905,000

Cost of Survey/Investigation and DPR Preparation Payable to Consultants appointed for this Project Grand Total

350,000 139,752,446

Say Rs. 13.975 crores The item wise Detailed Cost Estimate is presented in Chapter-3 of this DPR.

1.12

Construction Programme: Year

Cumulative Physical (%)

Progress Financial (%)

40% 100%

40% 100%

2016-2017

2017-2018 1.13

Drawings: The following drawings has been attached here with: Drawings Details:

Drawing No.

Plan and Profile Drawing Typical Cross Section, Junction Improvement and other Miscellaneous Drawing

Junior Engineer N.H. Section

Assistant Engineer N.H. Sub-Division

10

Executive Engineer N.H. Division Lakhisarai at Munger


2.


11

Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in th e State of Bihar under N.H. Division, Lakhisarai at Munger.

2.

ENGINEERING DESIGN AND IMPROVEMENT PROPOSALS

Contents I.

Design and Improvement Proposals for Highways

2.1

General

2.2

Cross-Sectional Elements

2.3

Proposed Design Standards for Highway

2.4

Proposed Improvement Scheme of NH-80

2.5

Improvement of Highway Geometric

2.6

Other Improvement and Safety provisions in project Section

II.

PROPOSED PAVEMENT COMPOSITION UNDER UP-GRADATION

2.7

Existing Road Crust and Pavement Condition

2.8

Proposed Pavement for Project Section

2.9

Design of Rigid Pavement for New Constructions /Widening

2.10

Recommendation on Crust Composition of Rigid Pavement

12


2.

ENGINEERING DESIGN AND IMPROVEMENT PROPOSALS

II.

Design and Improvement Proposals for Highways

2.1

General The Project Section under consideration from Ch. 0.00 to Ch. 1.400 is the Stating stretch of NH-80. The Work for Improvement of NH-80 Section from Ch. 1.400 onwards has already been completed By NHAI, Govt. of India. The Stretch from Section Ch. 0.00 to Ch.1.400 and the 275 m. length of Connecting Highway from Junction Point of NH-31 to Junction at Ch. 0.00 (NH-80) had been left unimproved including the Major Junctions improvement work and other associated Junctions connecting NH-31 & NH-80. There is lot of Traffic conflict at this Location and Traffic Jams Take place for several hours. The details of existing highway Junction is shown in drawing on Next Page. Improvement of the Stretch from Ch. 0.00 to Ch. 1.400 and Connecting Length of NH-31 Jn. To NH-80 Jn. (275 m. + 162.50 m.) along with 4 Nos. of Major Junctions falling in between is the necessitated. The Improvement Plan of These stretch has been finalised accordingly.

2.2

Cross-Sectional Elements The Elements are Right of Way, Roadway width, carriageway width, shoulders, Camber (crossfall), side slope. Cross-sectional elements of the project road have been arrived after considering the following factors:      

Ease of movement without conflicts; Availability of space, especially in built-up areas, Avoiding interference with sensitive religious structures viz. Mosques, Graveyards & Temples Access to village road and their consideration Requirement of an efficient drainage system Utility and economy of suggested measures.

Based on the above, Two type of typical cross section have been developed for the upgrading of NH-80 from Ch. 0.00 (Bata More) to Ch. 1.400. The details of these cross section are as follow: i) Type 1 This cross section is applicable from Ch. 0.110 to 1.400. Under this proposal the existing Two Lane Highway has been upgraded to Two-lane with paved Shoulder. At both edge of Main Carriage-way, 1.00 m. wide Drain cum footpath have been proposed. ii) Type 2

This cross section is applicable from Ch. 0.00 to Ch. 0.110 and for the Connecting Road to NH-80 & NH-31 including 4 No. of Junctions. Under this proposal the existing Two /4 Lane Lane Highway has been upgraded to Divided Carriageway with median 1.50 m. wide. The carriage way of Highway 7.25 m. on either side followed by 1 m. wide raised Drain cum Footpath. Such Cross section for improvement has been finalised in view of available limited ROW of 18 m. to 19 m. in the section from Ch. 0.00 to Ch. 0.110 and Connecting Road to NH-80 & NH-31 including 4 No. of Junctions.

13


2.3

Proposed Design Standards for Highway The objective of functional design is to arrange the physical elements of the highway so as to suit the requirements of driver and vehicles, providing an inherent safety and increasing traffic capacity efficiently, at the same time taking into account the vehicle operating costs and time saving. Geometric design standards for Urban Highways" IRC-86-1983 has been used for study of project road 2.3.1

Highway classification – National Highway – Proposed 2-lane Section with Paved Shoulder and Service Road on either side

2.3.2

Terrain classification (General)

Sl. Terrain Classification Percent Cross - slope of No. country 1. Level / Plain 0 to 10 2. Rolling 10 to 25 3. Mountainous 25 to 60 The Existing NH-327E is passing through the Plain Terrain. 2.3.3

Adopted cross-sectional Elements Element Characteristics Ruling 45 m

Right of Way Carriage way Road way width Shoulder

7m 12 m 1.5 m 1m 2.5 % 2.5 % 3.5 %

Paved Earthen Cross fall (Carriage way) Paved shoulder Earthen shoulder Side slope of embankment (In Fill) Height upto 3 m 1:3 to 1:4 2.3.4

Design Value Minimum 30 m or to the extent available Land width to avoid Land extra LA 5.50 m 12 m 0.0 m 2.5 m 2.5 % 2.5 % 3%

1:2

Design Speed

Speed is one of the most important and governing factor to mark the importance of Highway associated with safety and comfort during travel. It has great impact on the economy of the traffic operation as well as saving of precious time. It plays pivotal role in the geometric design of highways. In the project highway of NH-98, there is a significant percentage of slow as well as heavy vehicles. A design speed in rural areas has been adopted as 80 kmph where as in Urban/Built-up congested area; the design speed proposed is 40 km/h. Adopted Design Speed Km/h Type of Section Ruling / desirable Rural 100 Urban 65

14

Minimum 80 40


2.3.5

Horizontal Curves The design Standard for horizontal curves to be adopted is as follows: Particulars

Design Speed km./hr. (Plain Terrain) 100 80 65 Minimum radius of horizontal curve in m. 360 230 155 Max. super elevation % 7 7 7 Rate of change of super elevation / m 1 in 150 1 in 150 1 in 150 Max. Deflection angle without horizontal Ruling maximum 1.50 curve in degree 0 Absolute maximum 1.50 Formula for calculating super-elevation “e” for radius larger than minimum : e = V2 / 225 R Where transition curve is not to be provided, the super elevation run off length proposed to be 2/3rd on straight and 1/3 rd on curve.

2.3.6

Vertical Curves

As per I.R.C. SP-23 for stopping sight distance, length of summit curve, and for head light distance, the length of valley curve are as indicated in the following table: Design Speed Km/hr 100 80 65

Length of summit curves ( in m) for Stopping sight Intermediate Overtaking distance sight sight distance distance 73.6 A 135.0 A 426.7 A 32.6 A 60.0 A 230.1 A 18.4 A 33.8 A 120.4 A

Length of valley curve in meter for head light distance 41.5 A 25.3 A 17.4 A

‘A’ in the above table is difference in grade expressed as percentage. As sight distance is also a factor of driver’s reaction time, it is advisable to increase this by about 10 % while designing horizontal curves. It is also subject to minimum length of curves as per I.R.C. Hence the design standards for vertical curves adopted for project is as follows: Particulars

Minimum Value of K Summit curve

Design speed km./hr. 100 80 65 80 40 20

Sag curve

45

30

20

0.5%

0.6%

0.8%

60

50

40

Grade difference not requiring vertical curve. Minm.length of vertical curve in meter Summit Curve

Valley Curve

a). For stopping sight distance L = NS2/4.4 ( L > S )

L = NS2/1.5+0.035S ( L > S )

L = 2S – 4.4/N ( L < S )

L = 2S – 1.5+0.035S ( L < S )

b). For intermediate or overtaking sight distance

S = Sight distance

L = NS2/9.6 ( L > S )

L = Length of curve

L = 2S – 9.6/N ( L < S )

N = Deviation angle

15


2.3.7

Methodology for Computer Aided Design (CAD) through MX Road / INROADS

Application of Software Package: The detailed Strip Plans in AutoCAD has been prepared from the survey information collected showing all the existing features. The Digital Terrain Model (DTM) has been generated in MX Road from the Northing, Easting and Elevation collected from the survey. Horizontal Alignment of the proposed widening has been prepared with MX Road based on the Guidelines of the IRC. The Horizontal Curves to maximum possible radius have been provided subject to a minimum radius adopted for specified design speed except for exceptional case. Vertical Alignment has been developed by correcting the existing profile and raising requirement to accommodate the proposed crust thickness over the existing 2-lane. The following points were kept in mind while designing the vertical profile.

♦

♦

♦

♦

i)

The minimum length of curve to be 60 m.

ii)

Maximum Grade not to exceed 3.3 % (i.e. 1 in 33)

iii)

The minimum Stopping Sight Distance has been kept as 180 m.

A maximum Super elevation of 7% has been provided as per IRC 38 (Guide lines for Design of Horizontal Curves) using MX Road. At Places where the speed restriction is essential in view of site condition viz. built-up Zone, deficient Approach alignment to existing retainable Bridges, Non availability of Extra Land for improvement of alignment, the Superelevation shall be provided as per available Radius of Curvature and restricted Design Speed of that section.

2.4

Proposed Improvement Scheme of NH-80 In view of present Traffic Scenario and available Right-of War is has been decided to Concentric Widening of existing Highway Section. The Table 2.1 below present the improvement Scheme of NH-80 from Ch. 0.000 to Ch.-1.400 and Connecting Length of NH-31 Jn. To NH-80 Jn. (275 m. + 162.50 m.) along with 4 Nos. of Major Junctions

Table – 2.1 : Proposed Widening Scheme C/S Type

Chainage

Length Existing in Km. Arrangement

Available Proposed Arrangement Land for widening work m.

Land Width required for proposed widening m.

From

To

Type-1

0.110

1.400

1.290

2 Lane Road Bituminous Pavement

12 to 13 m.

Proposed Improvement of existing road by Cement Concrete Pavement as Two Lane with Paved Shoulder (10 m. width) + 1.0 m. drain cum footpath on either side

12

Type-2

0.000

0.110

0.110

4 Lane Road with Bituminous Pavement

18-19 m. for Proposed widening

Proposed 4-Laning with 7.00 m. Carriageway on either side and Road Side Drain cum Footpath, proposed Median width 1.50 m.

18

16


C/S Type

Chainage From

To

Type-2 Connecting Length of NH-31 Jn. To NH-80 Jn. (275 m. + 162.50 m.) along with 4 Nos. of Major Junctions

2.5

Length Existing in Km. Arrangement

0.440

2 /4Lane Road

Available Proposed Arrangement Land for widening work m. 18-19 m.


Land Width required for proposed widening m. 22.5

Improvement of Highway Geometric 2.5.1

Improvement of Horizontal Alignment In general Concentric widening of the project stretch is proposed. Horizontal alignment of the stretch has been checked for design speed 60 Km / hr in built up and congested area.

2.5.2

Improvement of Vertical Geometric The existing Vertical Alignment in the project is fairly satisfactory. The existing vertical summit and valley curves have been proposed for improvement as per guidelines of IRC standard (IRC –SP-23 & IRC – 73 – 1980) in order to provide safe sight distance compatible with the proposed speed.

2.5.3

Improvement of Major / Minor Junctions in Project Section All the 4 Major Highway Junction, falling in the project section has been improved with proper provision of turning Radius, Signage, Road Marking, pedestrian Guard Rails etc. as per guidelines IRC and M/oRT&H Standard Plan for design of Intersection on NH. For Minor Road Connecting, it is proposed to allow the Meeting / Crossing of such minor to NH through Small Radius Horizontal Curve duly flared in both directions with proper provision of traffic Signage, Road Marking, Also they are to be provided with approved type of Speed Breakers as per guidelines of IRC-99 in order to reduce the Speed of incoming Fast moving Vehicle to N.H., thus at least minimising the chances of Road accident occurred due to Shear negligence. Typical Plan for improvement of Minor connecting Road Junction is enclosed in at the end of this DPR .

2.6

Other Improvement and Safety provisions in project Section 2.6.1

Road Side Drainage Facilities

Since the entire Project stretch is falling under Built-up section, raised Roadside RCC (M-20 Grade) Drain as shown in Typical Cross section has been proposed throughout the project Section. The proposed drain Top (1 m. wide) will serve the purpose of Footpath, The drain section has been adopted to take care of Pedestrian Live load. Suitable opening with MS Grating of size 150 x 150 mm on side wall of drain shall be provided at an interval of 7.5 m. for collecting/receiving the surface Run-off to Drain. Weep Holes shall also be provided in Drain in Drain sidewalls. The inner bottom of drain in no case shall be less than 0.40 m. below bottom of GSB level. For Inspection

17


and cleaning work of Drain, RCC Slab in Steel Angle Frame of Size 750 x 750 mm with MS grating of dia 150 mm at center and hook for lifting shall be provided at regular interval 10 m. throughout the length of drain. 2.6.3

Traffic Signs

Proper Traffic signs throughout the whole project stretch along with intersections with other roads and other facility location will be provided for giving proper direction and warning to the driver, as well as direct them the route they want to follow. The traffic signs will be as per IRC Standard as will be of “Retro Reflection Type”. The Summary of proposed traffic Signs in Project section is summarised below: Informatory Signs, Facility Signs, Direction Signs, Advance Direction / Destination Signs, Route Marker Signs etc. Warning Sign 900 mm. size triangular Mandatory Sign Circular 600 mm dia.

2.6.4

21 24 24

Road Markings and Delineators

Road marking (Lane/centre line/edge line/ transverse marking /Zebra Crossing and any other markings) shall be carried out with hot applied thermoplastic paints conforming to ASTM D36/BS-3262 (Part - I) and as per IRC Standard. For Safety of road user during night travel, retro-refectories road delineators have been proposed at identified locations (Approach to Bridge, culverts & structure, speed restricted section, curved sections, built-up section etc. in the project section. The summary of such provision is presented below. Cluster of Red Reflectors. 150 Road way delineators 26 Hazard markers 20 Object markers 20 Apart from above, for all the trees on highway flanks, retro-refectories plates marking have been proposed for their clear identification during night travel.

2.6.5

th

5 kilometer, Kilometer, 200m & ROW Pillars

These have been proposed as per the required provision in IRC 8 and 26 and as per standard practice in the country. These should be made of precast concrete and lettering/numbering shall be as per IRC codes mentioned above. The summary of such provision with Nos. is presented below. Hectometer stones. 7 5th km. stone. 00 km. stone. 02

2.6.7

Shifting of Utility Services:

The survey work has been done for locating the Utility Services in the Project Stretch. It has been found that Electric Poles, L.T. Line Crossover (Overhead), Telephone Poles, Optic Fiber Cables, Electric Transformers, Hand Pump etc. falls within the ROW. It has been proposed to relocate the Utility Services beyond the Service Road / Drain on either side. Cost of Shifting the these utility services has incorporated in DPR Cost.

18


II.

PROPOSED PAVEMENT COMPOSITION UNDER UP-GRADATION

2.7

Existing Road Crust and Pavement Condition Existing Road Crust in Project Section

The existing Road Crust in Project Section in Project Section is presented in Table below Summary of Existing Road Crust in Project Section Sl. No.

1

2

3

Chainage From & To

Carriage Way in m. Base & Sub- Surfacing Base Layer Layer In mm. in mm. 0.000 to 1.400 At Junction Location 315 65 Main section of NH-80 16 m. (4-Lane) Bituminous & Remaining 7 m. Connecting Highway At Junction Location 295 57 (NH-31 to NH-80 16 m. (4-Lane) Bituminous Ch. 0.000 to Ch. 0.275 & Remaining (Towards Patna) 7 m. Connecting Highway At Junction Location 290 64 (NH-31 to NH-80 16 m. (4-Lane) Bituminous Ch. 0.000 to Ch. 0.165 & Remaining Towards Barauni 7 m. Avg. Road crust Thickness in mm.

Total Crust Thickness in mm. 380

352

354

365 mm.

Pavement Condition

The Km. wise summary of existing pavement condition is presented in Table below. Summary Pavement Condition Sl. No.

Chainage From (Ch.) To (Ch.)

Pavement Condition

1 2

0.000 to 1.400 Main section of NH-80 Connecting Highway (NH-31 to NH-80) Ch. 0.000 to Ch. 0.275 (towards Patna) Connecting Highway (NH-31 to NH-80 Ch. 0.000 to Ch. 0.165 Towards Barauni

Fair to Poor Fair to Poor

3

2.8

Fair to Poor

Proposed Pavement for Project Section

Considering the Built-up Section of Mokama Town and frequent damages to existing Bituminous due to Water logging issue, It has been decided to adopt Rigid Pavement under entire improvement of Project section including 4 Nos. of Major Junctions and connecting Road between NH-31 & NH-80. Accordingly Design of Rigid Pavement has been done as per Guidelines of IRC

19


2.9

Design of Rigid Pavement for New Constructions /Widening

Rigid Pavement option has been considered for project section passing through Builtup Zone where problems of water logging persists throughout the year. The Existing section is presently treated with Bituminous Pavement of inadequate thickness in poor condition. The design of Rigid Pavement has been carried out as per guidelines given in the latest edition of IRC: 58 and the latest MOST guidelines. The design of Rigid Pavement essentially involve the following steps: •

Design Life: The design life of Rigid Pavement has been taken to be 30 years.

•

Modulus of Subgrade Reaction : Modulus of Subgrade Reaction was obtained from CBR test values of soil samples from Subgrade correlating k with CBR as shown in fig.8.5 Table 8.1 and 8.2 of Handbook on Cement Concrete Roads published by cement manufacturers association guidelines, New Delhi.

•

Design Traffic: From the traffic data, the intensity of projected future traffic was determined in accordance with IRC: 58 guidelines. The maximum wheel load for the design was taken from the Axle Load spectrum survey.

•

Modulus of Rupture, Modulus of Elasticity and Poisson’s Ration: M – 40 concrete mix has been considered for Pavement Quality Concrete (PQC) in the design of rigid pavement. Modulus of Rupture, Modulus of Elasticity and Poisson’s Ration has been adopted for M – 40 concrete.

•

Design of Slab Thickness : From the data mentioned above , the design thickness of the Jointed Concrete Pavement ( JCP) has been computed following IRC : 58.

•

Design of Joints : The design of joints in the Jointed Concrete Pavement has been designed in accordance with IRC : 15 and IRC : 58.

Based on the Traffic data, Existing Road Crust data, Pavement Condition Data, CBR test result and Axle Load test data, Road Section design of pavement have been carried out and presented below with recommendation for adoption: Design of Rigid Pavement as per IRC-58 1 Estimation of Modulus of Subgrade Reaction, k Design CBR of subgrade soil

=

5% =

3

Modulus of subgrade soil reaction Provide dry lean Cement concrete (M-15 Grade) concrete as sub-base of thickness

=

150 mm

Modified modulus of reaction on the subbase, k

=

24.25 kg/cm3

2 Properties of Cement Concrete Design flexural strength of concrete at 28 days in the field

=

40 kg/cm2

Design flexural strength of concrete takent at 90 days

=

45 kg/cm

Modulus of elasticity of concrete (E) Poisson's ratio ( )

=

20

4.2 kg/cm

2

3.00E+05 kg/cm2 = 0.15


Coefficient of thermal expansion of concrete ( ) 3 Traffic Factors estimation of design design msa Number of commercial commercial vehicles in both directions/day Traffic growth rate per anum

=

10.0E-6 / 0C

=

2085 CV/day = 7.5 percent

Type pressure, (p)

=

8

Load safety factor (LSF) for major Highways No. of lanes Lane width Contraction Joint Spacing Factor for directional distribution Factor for lane disribution Vehicle damage factor as per axle load survey Percent truck traffic of the commercial commercial vehicles (as per traffic survey) No. of trucks per day (2 axles, 3 axles, multi multi axles trucks) Design Life of pavement to be considered Constuction perod since last traffic count

= = = = = = = =

1.2 2 3.5 4.5 0.5 0.75 5.7 58 %

= = =

1773 30 years 1 years

2

kg/cm

m m

4 Initial Traffic in each direction in the year of completion of construction

A = P(1+r)

x

Where, P= Numer of commercial vehicles as per last cont r= Annual growth rate of commercial vehicles x=Constuction perod since last traffic count A=1773 X(1+7.5/100)1= 5

Number of Repetition of commercial vehicle during design period: 365 x [(1+r) ^n -1] xAxDxF N= r Where , A = Initial traffic in the year of completion completion of construction construction D = Lane distribution factor F = Directional distribution factor n = Design life in years r = Annual growth rate N= 365 x ((1+7.5 / 100)^30-1) x 1906 x 0.5 x 0.75 / (7.5 / 100) = 26975224 = 27 millions

6

Axle load distribution

Load 1 3 5 7 9 11

Single Axle Numbers % Vehicle 0 0.000 % 108 9.207 % 391 33.333 % 162 13.811 % 71 6.053 % 54 4.604 %

Repetition 000.0E+0 5.0E+6 18.0E+6 7.5E+6 3.3E+6 2.5E+6

Load 1 3 5 7 9 11

21

Tandom Axle Numbers % Vehicle 0 0.000 % 0 0.000 % 2 0.171 % 4 0.341 % 70 5.968 % 65 5.541 %

1906 CV/day



Load 13 15 17 19 21 23 Total

7

Single Axle Numbers % Vehicle 33 2.813 % 41 3.495 % 21 1.790 % 1 0.085 % 0 0.000 % 0 0.000 % 882 75.192 %


Load 13 15 17 19 21 23 Total

Tandom Axle Numbers % Vehicle 114 9.719 % 19 1.620 % 10 0.853 % 6 0.512 % 1 0.085 % 0 0.000 % 291 24.808 %

Repetition 5.2E+6 873.9E+3 8 73.9E+3 459.9E+3 276.0E+3 46.0E+3 000.0E+0 0 00.0E+0

Load Stress at the Edge Region The load stress for edge region ( le ) for different wheel wheel loads with LSF LSF = 1.2, are computed from from IITRIGID (IRC 58) and are tabulated.

P= Design wheel load in Kg. h= Pavement slab thickness in cm. =Poissions ratio for concrete E=Modulus of elasticity of concrete l = Radius of relative stiffness stiffness in cm =[(Exh3)/(12 x (1 -m2) x K)] 0.25= 73.050 b = Radius of equivalent distribution of pressure at bottom of slab in cm.= [1.6 x a2 + h2]0.5 - 0.675 x h b= a for a/h>=1.724 a = radius of wheel load distribution in cm (assumed circular) = [ P / (p x p)]0.5 = 0.66

8

Fatigue Analysis The fatigue analysis has been performed, taking the flexural strength of concrete equal to 45 Kg/cm for computing stress ratios. The results are shown in the table. Trial thickness =

Axle load (A) Tonnes (1)

Single Axle 1 3 5 7 9 11 13 15 17 19 21 23

A x 1.2 (P) Tonnes (2)

1.2 3.6 6 8.4 10.8 13.2 15.6 18 20.4 22.8 25.2 27.6

Axle W x 1.2 Edge load load (P) stress (w) Tonnes Sle

30 cm Edge load Stress stress Sle ratio 2 (kg/cm ) (4) (3)

1.488 3.88 6 7.991 9.9 11.745 13.536 15.279 16.982 18.649 20.285 21.893

Stress ratio (4)

0.03 0.09 0.13 0.18 0.22 0.26 0.30 0.34 0.38 0.41 0.45 0.49

Design repetitions (5)

000.0E+0 5.0E+6 18.0E+6 7.5E+6 3.3E+6 2.5E+6 1.5E+6 1.9E+6 965.9E+3 46.0E+3 000.0E+0 000.0E+0

Design Allow. repetitions Rept. To (5) fatigue

22

Allow. Rept. Fatigue resistance To fatigue used (%) (6) Col.5/Col.6 x 100 (7)

Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited Unlimited 62790761 1286914 Total Fatigue resistance used (%) Col.5/Col.6 x 100

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0


Tonnes (1)

1 3 5 7 9 11 13 15 17 19 21 23

9

(2)

1.2 3.6 6 8.4 10.8 13.2 15.6 18 20.4 20.4 22.8 22.8 25.2 27.6 27.6

(kg/cm2) (3)

0.693 0.693 1.825 1.825 2.81 3.715 3.715 4.571 5.392 6.186 6.959 6.959 7.713 7.713 8.45 9.172 9.881 9.881

Tandom Axle 0.02 000.0E 000.0E+0 +0 0.04 000.0E 000.0E+0 +0 0.06 92.0E+3 0.08 184.0E 184.0E+3 +3 0.10 3.2E+6 0.12 3.0E+6 0.14 5.2E+6 0.15 873.9E 873.9E+3 +3 0.17 0.17 459.9E 459.9E+3 +3 0.19 0.19 276.0E 276.0E+3 +3 0.20 46.0E+3 0.22 0.22 000.0E 000.0E+0 +0

(6)

(7)

Unlim Unlimite ited d Unlim Unlimite ited d Unlimited Unlim Unlimite ited d Unlimited Unlimited Unlimited Unlim Unlimite ited d Unlim Unlimite ited d Unlim Unlimite ited d Unlimited Unlim Unlimite ited d Total=

0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0

Temperature Stress for Edge Region Temperature differential in Bihar (T )

= 16.8

OK

(for h =30cm)

Temperature stress ( S te) for edge region may may be computed as under Contraction joint spacing (L) =4.5 =4 .5 m L/I or B/I= 450 = 6. 6.16 73.050 Bradbery coefficient value C=0.9 (IRC : 58) Temperature stress at edge region ( Ste) = E t C/2 Ste= Sle+Ste)= Sle+Ste)= = 10 Corner Load Stress. Corner load stress ( c)= (3xP/h2)x[1- (a*squrt(2)/l)1.2] For P = 10.8 Kg, h = 30cm. 1 =73.0 5 cm, a = 0.66 cm

2

22.68 kg/cm 9.9+22.68 9.9+22.68 32.58 kg/cm2 <45 OK

c=0.036

2.10

kg/cm2 <45 OK

Recommendation on Crust Composition of Rigid Pavement

As per outcome of Design of Rigid Pavement, the proposed Crust Composition for adoption is presented in Table below. Design Cross Section of New Rigid Pavement Thickness of concrete slab (PQC M-40 Grade)

300

mm

DLC thickness as sub - base

150

mm

Granual Sub-Base including Drainage Layer

250 650

mm mm

Total=

Based of proposed improvement proposal the detailed Drawings for proposed improvement has been finalised and Quantity Computation work has been carried out and detailed Cost estimate have been prepared. The Detailed Cost Estimate of Project is presented in next Chapter-3.

23


3.


24


Chapter –3 : Detailed Cost Estimate Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar General Abstract of Cost Sl. No.


Description

A. Cost of Civil Construction Work 1

Site Clearance and Dismantling

1,846,596

2

Earth Work

1,469,052

3

Grannular Sub bases and Base course

12,816,295

4

Concrete Pavement

69,997,843

5

Drainage and Protection Work

23,425,242

6

Junctions, Footpath and Kerbs

7,565,979

7

Traffic Signs, Marking and Other Road Appurtenances

1,937,678

Sub-Total "A" 9

Add 2.8% As Contingency on "A"

3,333,643

Sub-Total "B" 10 11 12 13 14 15 16

119,058,685

Add 1.5% for Work Charge Establishment on "B" Add 1% for Quality Control on "B" Add 9% for Agency Charge on "B" Utility Shifting (Electric Line, Poles and Transformers) Cost of Temple Shifting Cost of shifting of Hand Pump Cost of Survey/Investigation and DPR Preparation Payable to Consultants appointed for this Project

122,392,328

1,835,885 1,223,923 11,015,310 1,905,000 750,000 280,000 350,000 139,752,446

Grand Total Say Rs. 13.975 crores

Superintending Engineer N.H. Circle Baghalpur

Junior Engineer N.H. Section

Assistant Engineer N.H. Sub-Division

25

Executive Engineer N.H. Division Lakhisarai at Munger

Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar

BILL No. 1 (Cost Estimate) 1.00

SITE CLEARANCE AND DISMANTLING

Item

Description

Unit

Estimated Quantity

Unit Rate (Rs.) In Figure In Words

Amount in Rs.

1.01 Cutting of trees, including cutting of trunks, branches including removal of stumps & roots and backfilling with all lifts and leads as per MoRTH Technical Specifications Clause 201. (i) Girth from 300 mm to 600 mm

Nr.

12.00

205.00

2,460.00

(ii) Girth from 600 mm to 900 mm

Nr.

6.00

397.00

2,382.00

(iii) Girth from 900 mm to 1800 mm

Nr.

3.00

726.00

2,178.00

(iv) Girth above 1800 mm

Nr.

1.00

1,338.00

1,338.00

1.02 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material with all lifts and leads, excavation and backfilling to required compaction complete as per MoRT&H Technical Specifications Clause 202. (i) Brick /Stone Masonry (Existing Median and Island, Drains, Structure etc.)

cum

265.00

273.00

72,345.00

(ii) Plain Concrete/reinforced cement concrete structures including cleaning, straightening & cutting of bars and separating them out from RCC/PCC a. PCC (Existing Median and Island, Drains, Structure etc.)

cum

75.00

372.00

27,900.00

b. RCC (For Existing Structure)

cum

25.00

887.00

22,175.00

Lm

140.00

66.00

9,240.00

Nr.

2.00

182.00

364.00

(iii) Removing guard Rails, railings, Fencing, Edging Kerbs and Gutters, etc. iv) Kilometre Stone

26

1.00

SITE CLEARANCE AND DISMANTLING Estimated Quantity


Nr.

36.00

195.00

7,020.00

(a) Bituminous courses

cum

966.00

591.00

570,906.00

(b) Granular courses

cum

2,576.00

438.00

1,128,288.00

Item

Description

Unit

(v) Sign boards/bill boards

Amount in Rs.

1.03 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRTH Technical Specifications Clause 202.

Total Amount carried over to Summary for Bill No. 1

1,846,596.00

27

1.00

SITE CLEARANCE AND DISMANTLING Estimated Quantity


Nr.

36.00

195.00

7,020.00

(a) Bituminous courses

cum

966.00

591.00

570,906.00


cum

2,576.00

438.00

1,128,288.00

Item

Description

Unit

(v) Sign boards/bill boards

Amount in Rs.

1.03 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRTH Technical Specifications Clause 202.


1,846,596.00

27



EARTH WORK Unit

Estimated Quantity

In Figure

(a) All types of soils including marshy soil and ordinary rock

cum

7360

92.67

682066

Construction of embankment/subgrade (in reconstruction section of approaches to Bridge in 300 m. length) with suitable material obtained from roadway, drainage excavation, etc. with all leads and lifts all complete as per drawings and Technical Specifications Clause 305

cum

1350

168.61

227625

Loosening and recompacting sub-grade soil in all kinds of soil complete as per Technical Specifications Clauses 305

cum

7360.00

76.00

559360

Item

Description

2.01

Earthwork in excavation necessary for construction of roadway and drainage including dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per Technical Specifications Clause 301 and disposal of all cut material including necessary stacking of suitable material with all lifts and leads.

2.02

2.03


Unit Rate (Rs.) In Words

Amount in Rs.

1469052

28



EARTH WORK Unit

Estimated Quantity

In Figure


cum

7360

92.67

682066


cum

1350

168.61

227625


cum

7360.00

76.00

559360

Item

Description

2.01


2.02

2.03



Amount in Rs.

1469052

28


BILL NO. 3 (Cost Estimate) 3.00 GRANNULAR SUB BASES AND BASE COURSE Item

Description

3.01 Providing and Constructing Granular Sub-base complete as per Technical Specifications Clause 401. Grading -V (Table-400-1).

Unit Rate (Rs.)

Unit

Estimated Quantity

In Figure

cum

4,071

3148


In Words

Amount in Rs.

12816295

12816295

29


BILL NO. 3 (Cost Estimate) 3.00 GRANNULAR SUB BASES AND BASE COURSE Item

Description

3.01 Providing and Constructing Granular Sub-base complete as per Technical Specifications Clause 401. Grading -V (Table-400-1).

Unit Rate (Rs.)

Unit

Estimated Quantity

In Figure

cum

4,071

3148

In Words

Amount in Rs.

12816295


12816295

29


BILL N0. 4 (Cost Estimate) 4 Item

Cement concrete Pavement (RIGID PAVEMENT ) Description

4.01 Construction of Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) all complete job as per drawing and MORTH technical speicification Clause 601

30

Unit

Estimated Quantity

sqm

4,424

Unit Rate (Rs.) In Figure

3883.00

In Words

Amount in Rs.

17179363


BILL N0. 4 (Cost Estimate) 4 Item


4.01 Construction of Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) all complete job as per drawing and MORTH technical speicification Clause 601

Unit

Estimated Quantity

sqm

4,424

Unit

Estimated Quantity

cum

7,695


In Words

3883.00

Amount in Rs.

17179363

30

4 Item


4.02 Cement Concrete Pavement (M-40 Grade Concrete (Construction of unreinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) all complete Job as per drawing and MORT&H Technical specification clause 602.



6864.00

In Words

Amount in Rs.

52818480

69997843

31

4

Cement concrete Pavement (RIGID PAVEMENT )

Item

Description

Unit

Estimated Quantity

cum

7,695

4.02 Cement Concrete Pavement (M-40 Grade Concrete (Construction of unreinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) all complete Job as per drawing and MORT&H Technical specification clause 602.


In Words

6864.00


Amount in Rs.

52818480

69997843

31


BILL No. 5 (Cost Estimate) 5.00 Item No. 5.01

5.02

5.03

5.04

DRAINAGE AND PROTECTION WORKS Estimated Quantity


Amount Rs

Description

Unit

Earthwork in excavation for foundation in all types of soil for construction of drains, vertical fall, outfall and escape including disposal of surplus excavated earth with all leads as per MoRTH Technical Specifications Sections 300.

cum

11,850

68.00

805800

Providing cement concrete M-10 grade PCC (Levelling Course below drains, in vertical fall, outfall, escape for drainage arrangement as per drawing and MoRTH Technical Specifications sections 1500, 1700 and 2500.

cum

414.75

5589.00

2318038

Construction of RCC M-20 grade Road side covered drain as per drawing - 1.275 m. avg. Height, 1.00 m. inner width and 125 mm side wall thickness) including cost of centering, shuttering with all leads and lifts all complete job as per drawing and Technical Specifications Clause 309 and Sections 1500 & 1700.

cum

1,753.80

6849.00

12011776

Providing and fixing in position uncoated Fe-500 grade HSD reinforcement in reinforced cement concrete structures complete as per drawing and tonne Technical Specifications Section 1600.

158.00

52466.00

8289628


In Figure

23425242

32



DRAINAGE AND PROTECTION WORKS

Item No. 5.01

5.02

5.03

5.04

Estimated Quantity


Amount Rs

Description

Unit


cum

11,850

68.00

805800


cum

414.75

5589.00

2318038


cum

1,753.80

6849.00

12011776


158.00

52466.00

8289628

In Figure


23425242

32


BILL No. 6 (Cost Estimate) 6.00 JUNCTIONS, FOOTPATH AND KERBS Unit

Estimated Quantity

In Words

cum.

338.70

6,206.00

1,385,799.80

6.02 Providing Brick Work in Cement Mortar (1:3) for construction of Median, Junction Island, Footpath all complete job as per Drawing, cum. Technical Specifications Section 1300 and Direction of Engineer.

223.30

6,365.00

1,421,304.50

6.03 Providing Cement Plastering with Cement Mortar (1:3) required over Brick Masonry Median all complete job as per Technical Specifications sqm. Section 1300 and Direction of Engineer.

975.00

3,926.00

3,827,850.00

6.04 Providing Painting Work with 2 Coat of synthetic enamel complete as per Technical Specification and directions of the Engineer.

sqm.

975.00

79.00

77,025.00

6.05 Supplying and laying cast in situ cement concrete PCC M-25 I shape kerbs section at Median, Rotary and Island Location all complete as per drawing and MoRTH Technical Specifications Clause 409.

Lm.

1,400.00

610.00

854,000.00

Item

Description

6.01 Providing PCC (M-15) in foundation of Brick Masonry walls in Median, Junction Island, Footpath all complete job as per Drawing, Technical Specifications Section 1700, 2100 and Direction of Engineer



Amount Rs

7,565,979.30

33


BILL No. 6 (Cost Estimate) 6.00 JUNCTIONS, FOOTPATH AND KERBS Unit

Estimated Quantity

In Words

cum.

338.70

6,206.00

1,385,799.80

6.02 Providing Brick Work in Cement Mortar (1:3) for construction of Median, Junction Island, Footpath all complete job as per Drawing, cum. Technical Specifications Section 1300 and Direction of Engineer.

223.30

6,365.00

1,421,304.50

6.03 Providing Cement Plastering with Cement Mortar (1:3) required over Brick Masonry Median all complete job as per Technical Specifications sqm. Section 1300 and Direction of Engineer.

975.00

3,926.00

3,827,850.00


sqm.

975.00

79.00

77,025.00


Lm.

1,400.00

610.00

854,000.00

Item

Description

6.01 Providing PCC (M-15) in foundation of Brick Masonry walls in Median, Junction Island, Footpath all complete job as per Drawing, Technical Specifications Section 1700, 2100 and Direction of Engineer



Amount Rs

7,565,979.30

33


7.00 Item

7.01

BILL No. 7 (Cost Estimate) TRAFFIC SIGNS, MARKING AND OTHER ROAD APPURTENANCES Estimated Description Unit Quantity Providing hot applied thermoplastic road marking paint as per drawing & MoRTH Technical Specifications Clause 803.

a. Lane/centre line/edge line/ transverse marking and any other markings b. Directional Arrows, lettering etc. as per Drg. No.61 of MoRTH "Type Design for Inter-sections on National Highways”. 7.02

In Figure


Amount in Rs.

sqm

612.00

791

484,092

Nr.

24.00

755

18,120

A) Informatory Sign i) Place Identification (600 x 800)

Nr.

21

6751

141,771

ii) Route Marker signs (600 x 450)

Nr.

36,240

Supplying and fixing at site traffic signs having retro-reflectorive sheeting of high intensity grade (Type III) fixed over aluminum sheeting 2.0 mm thick complete including vertical pipes/ angles/ posts etc. all complete Job as per drawing and MoRTH Technical specifications Clause 801

8

4530

Nr.

90

5376

483,840

Nr.

8

8781

70,248

Nr.

24

4667

112,008

a) Road Delineators

Nr.

150.00

1065

159,750

b) Cluster of Red Reflectors Junctions

Nr.

26.00

1036

26,936

B) Cautionary Signs C) Mandatory signs

i)

Stop sign (900 octagonal)

ii) Speed Limit sign, Overtaking prohibited (600 Dia) 7.03

Providing and fixing retro-reflectorised road delineators complete as per drawing and MoRTH Technical Specifications Clause 805

34


7.00 Item

7.01

BILL No. 7 (Cost Estimate) TRAFFIC SIGNS, MARKING AND OTHER ROAD APPURTENANCES Estimated Description Unit Quantity Providing hot applied thermoplastic road marking paint as per drawing & MoRTH Technical Specifications Clause 803.

a. Lane/centre line/edge line/ transverse marking and any other markings b. Directional Arrows, lettering etc. as per Drg. No.61 of MoRTH "Type Design for Inter-sections on National Highways”. 7.02


Amount in Rs.

sqm

612.00

791

484,092

Nr.

24.00

755

18,120


Nr.

21

6751

141,771

ii) Route Marker signs (600 x 450)

Nr.

8

4530

36,240

Nr.

90

5376

483,840

Nr.

8

8781

70,248

Nr.

24

4667

112,008

a) Road Delineators

Nr.

150.00

1065

159,750


Nr.

26.00

1036

26,936



i)




34

7.00

TRAFFIC SIGNS, MARKING AND OTHER ROAD APPURTENANCES

Item

7.04

7.05

Description

Unit

Unit Rate (Rs.)

Estimated Quantity

In Words

Amount in Rs.

c) Hazard markers

Nr.

20.00

In Figure 1490

d) Object markers

Nr.

20.00

1475

29,500

i) Hectometer stones.

Nr.

7.00

599

4,193

ii) 5th km. stone.

Nr.

iii) km. stone.

Nr.

2.00

2305

4,610

Providing & fixing M.S. railing above Brick Wall at Rotary location including foundation concrete (M-15) and painting with approved paint etc. all complete job as per drawing and Technical Specifications Sections 800 & 1900.

Lm.

195.00

1726

336,570

29,800

Providing and fixing reinforced cement concrete M-20 grade boundary stones, hectometre, km and 5th km Stones including excavation, foundation concrete in M-15 Grade, centering and shuttering and reinforcement including all inscriptions etc. complete as per drawings and MoRTH Technical Specificaitons Section 800

-

-

0

1,937,678

Total Amount carried over to Summary for Bill No.7

35

7.00


Item

7.04

7.05

Description

Unit

Unit Rate (Rs.)

Estimated Quantity

In Words

Amount in Rs.

c) Hazard markers

Nr.

20.00

In Figure 1490

d) Object markers

Nr.

20.00

1475

29,500


Nr.

7.00

599

4,193

ii) 5th km. stone.

Nr.

iii) km. stone.

Nr.


Lm.

29,800


-

-

0

2.00

2305

4,610

195.00

1726

336,570

1,937,678

Total Amount carried over to Summary for Bill No.7

35

Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar Bill No. 8 (Cost Estimate) 8.00

MISCELLANEOUS Estimated Quantity

Unit Rate (Rs.)

Item

Description

Unit

8.01

Relocation of Cultural Properties (Temple / Masque, etc within Corridor of Impact) beyond ROW as per Drawing, technical specification sections 1300, 1500, 1700, 2100, 2200 and 2300 and directions of the Engineer.

Nr.

1

750000.00

750,000.00

Cost of Shifting of Electric Line and Poles in Project section all complete Job as per direction of engineer at Site

Nr

32

40000.00

1,280,000.00

Cost of Shifting of Electric Transformers in Project section all complete Job as per direction of engineer at Site

Sets

5

125000.00

625,000.00

Cost of Shifting of Road side Hand Pump at suitable location away from ROW of highway all complete Job as per direction of engineer at Site

Sets

8

35000.00

280,000.00

8.02

8.03 8.04


In Figure

In Words

Amount in Rs.

2,655,000.00

36

Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar Bill No. 8 (Cost Estimate) 8.00

MISCELLANEOUS Estimated Quantity

Unit Rate (Rs.)

Item

Description

Unit

8.01

Relocation of Cultural Properties (Temple / Masque, etc within Corridor of Impact) beyond ROW as per Drawing, technical specification sections 1300, 1500, 1700, 2100, 2200 and 2300 and directions of the Engineer.

Nr.

1

750000.00

750,000.00

Cost of Shifting of Electric Line and Poles in Project section all complete Job as per direction of engineer at Site

Nr

32

40000.00

1,280,000.00

Cost of Shifting of Electric Transformers in Project section all complete Job as per direction of engineer at Site

Sets

5

125000.00

625,000.00

Cost of Shifting of Road side Hand Pump at suitable location away from ROW of highway all complete Job as per direction of engineer at Site

Sets

8

35000.00

280,000.00

8.02

8.03 8.04

In Figure

In Words


Amount in Rs.

2,655,000.00

36


BILL No. 9 (Cost Estimate) 9.00 Item 9.01

POST CONSTRUCTION ROUTINE MAINTENANCE OF ROAD FOR FIVE YEARS Estimated Unit Quantity In Figure Post construction Routine maintenance for 4 lane roads for five years


Amount in Rs.

1 Year

km

1.400

75000.00

105000.00

2 Year

km

1.400

125000.00

175000.00

3 Year

km

1.400

190000.00

266000.00

4 Year

km

1.400

245000.00

343000.00

5 Year

km

1.400

320000.00

448000.00


1337000.00

37


BILL No. 9 (Cost Estimate) 9.00 Item 9.01

POST CONSTRUCTION ROUTINE MAINTENANCE OF ROAD FOR FIVE YEARS Estimated Unit Quantity In Figure Post construction Routine maintenance for 4 lane roads for five years


Amount in Rs.

1 Year

km

1.400

75000.00

105000.00

2 Year

km

1.400

125000.00

175000.00

3 Year

km

1.400

190000.00

266000.00

4 Year

km

1.400

245000.00

343000.00

5 Year

km

1.400

320000.00

448000.00


1337000.00

37



4.


38

Chainage Wise Pro posed Cros s Section of Highway NH-80 Ch. 0.000 to 1.400 and Junctio n Improvement C/S Type

Chainage From

To

Type-1

0.110

1.400

Type-2

0.000

0.110

Type-2

Leng th in Existing Av ail abl e Lan d Proposed Arrangement Land Width Km . Ar ran gem ent for Proposed required for widening work proposed m. widenin m. 2 Lane Road 12 - 13 m. Proposed widening of existing road 22.5 1.290 with Paved Shouldar (10 m. width) + 1.0 m. drain cum footpath on either side

Connecting Length of NH-31 Jn. To NH-80 Jn. (275 m. + 165.00 m.) along with 4 Nos. of Major Junctions

Proposed Crust Composition

GSB 250 mm in widening, DLC 150 mm. thick (M-15 Corcrete), PQC 300 mm. Thick (M-40 Grade Concrete)

0.110

2 / 4 Lane Road



16.2


0.440

3 / 4 Lane Road


Proposed widening of existing road with Paved Shouldar (10 m. width) + 1.5 m. drain cum footpath on either side + 5.50 m. Service Road after drain on either side

22.5


39

Road wor k Quantity based on each ind ividual cro ss section Sl. No.

Item of Work

Length in m.

TCS ‐1 Width in m. Thickness in m.

1

GSB Layer 250 mm

1000

4.000

0.250

2 3

DLC 150 MM. Thick (M-15) PQC 300 mm. Thick (M-40)

1000 1000

10.500 10.000

0.150 0.300

Sl. No. 1 2 3

Item of Work GSB Layer 250 mm DLC 150 MM. Thick (M-15) PQC 300 mm. Thick (M-40)

Length in m. 1000 1000 1000

TCS ‐2 Width in m. Thickness in m. 10.000 0.250 16.500 0.150 15.000 0.300

Quantity per Total Length Km. in Km. 1000.000 1.290

Total Quantity 1290.000

1575.000 3000.000

1.290 1.290

2031.750 3870.000

Total 2500.000 2475.000 4500.000

Total Length 0.550 0.550 0.550

Total Quantity 1375.000 1361.250 2475.000

Quantity for Minor Jn. Improvement connecting Nh‐327E In a length of 25 m. (total 12 Nos.) Length = 350 m Length in m. Width in m. Thickness in m. Total Total Length Total Quantity Quantity in Km. GSB Layer 250 mm 1000 7.500 0.250 1875.000 0.350 656.250 DLC 150 MM. Thick (M-15) 1000 5.500 0.150 825.000 0.350 288.750

Sl. No. Item of Work 1 2

Quantity for Inprovement of 4 Major Jn. (A ,B C & D) connecting NH‐80 and NH‐31 In a length of 75 m. Total Length = 300 m Sl. No. Item of Work Length in m. Width in m. Thickness in m. Total Total Length Total Quantity Quantity in Km. 1 GSB Layer 250 mm 1000 10.000 0.250 2500.000 0.300 750.000 DLC 150 MM. Thick (M-15) 2 1000 16.500 0.150 2475.000 0.300 742.500 PQC 300 mm. Thick (M-40) 3 1000 15.000 0.300 4500.000 0.300 1350.000

Summary o f Quantity Sl. No.

Item of Work

Total Quantity

Unit

1

GSB Layer 250 mm

4071

Cum.

2

DLC 150 MM. Thick (M-15)

4424

Cum.

3

PQC 300 mm. Thick (M-40)

7695

Cum.

40

Remarks

Remarks

Remarks

Remarks

Road wor k Quantity based on each ind ividual cro ss section Sl. No.

Item of Work

Length in m.

TCS ‐1 Width in m. Thickness in m.

1

GSB Layer 250 mm

1000

4.000

0.250

2 3

DLC 150 MM. Thick (M-15) PQC 300 mm. Thick (M-40)

1000 1000

10.500 10.000

0.150 0.300

Sl. No. 1 2 3

Item of Work GSB Layer 250 mm DLC 150 MM. Thick (M-15) PQC 300 mm. Thick (M-40)

Length in m. 1000 1000 1000

TCS ‐2 Width in m. Thickness in m. 10.000 0.250 16.500 0.150 15.000 0.300

Quantity per Total Length Km. in Km. 1000.000 1.290

Total Quantity 1290.000

1575.000 3000.000

1.290 1.290

2031.750 3870.000

Total 2500.000 2475.000 4500.000

Total Length 0.550 0.550 0.550

Total Quantity 1375.000 1361.250 2475.000

Quantity for Minor Jn. Improvement connecting Nh‐327E In a length of 25 m. (total 12 Nos.) Length = 350 m Length in m. Width in m. Thickness in m. Total Total Length Total Quantity Quantity in Km. GSB Layer 250 mm 1000 7.500 0.250 1875.000 0.350 656.250 DLC 150 MM. Thick (M-15) 1000 5.500 0.150 825.000 0.350 288.750

Sl. No. Item of Work 1 2

Remarks

Quantity for Inprovement of 4 Major Jn. (A ,B C & D) connecting NH‐80 and NH‐31 In a length of 75 m. Total Length = 300 m Sl. No. Item of Work Length in m. Width in m. Thickness in m. Total Total Length Total Quantity Quantity in Km. 1 GSB Layer 250 mm 1000 10.000 0.250 2500.000 0.300 750.000 DLC 150 MM. Thick (M-15) 2 1000 16.500 0.150 2475.000 0.300 742.500 PQC 300 mm. Thick (M-40) 3 1000 15.000 0.300 4500.000 0.300 1350.000

Remarks

Remarks

Remarks

Summary o f Quantity Sl. No.

Item of Work

Total Quantity

Unit

1

GSB Layer 250 mm

4071

Cum.

2

DLC 150 MM. Thick (M-15)

4424

Cum.

3

PQC 300 mm. Thick (M-40)

7695

Cum.

40

Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar 1.00


Item

Description

Unit

length

Measurement Bredth

Depth

Estimated Quantity


Nr.

As per Counting

12.00


Nr.

As per Counting

6.00


Nr.

As per Counting

3.00


Nr.

As per Counting

1.00


cum

LS as per Site Condition

265.00


cum


75.00


cum


25.00

Lm


140.00

Nr.


2.00

Nr.


36.00

(iii) Removing guard Rails, railings, Fencing, Edging Kerbs and Gutters, etc. (iv) Kilometre Stone (v) Sign boards/bill boards

41



Item

Description

Unit

length

Measurement Bredth

Depth

Estimated Quantity


Nr.

As per Counting

12.00


Nr.

As per Counting

6.00


Nr.

As per Counting

3.00


Nr.

As per Counting

1.00


cum


265.00


cum


75.00


cum


25.00

Lm


140.00

Nr.


2.00

Nr.


36.00

(iii) Removing guard Rails, railings, Fencing, Edging Kerbs and Gutters, etc. (iv) Kilometre Stone (v) Sign boards/bill boards

41

1.00


Item

Description

Unit

length

Measurement Bredth

Depth

Estimated Quantity

1.03 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRTH Technical Specifications Clause 202. (a) Bituminous courses

cum

1,840.00

7.00

0.075

966.00


cum

1,840.00

7.00

0.200

2,576.00

42

1.00


Item

Description

Unit

length

Measurement Bredth

Depth

Estimated Quantity

1.03 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MoRTH Technical Specifications Clause 202. (a) Bituminous courses

cum

1,840.00

7.00

0.075

966.00


cum

1,840.00

7.00

0.200

2,576.00

42


EARTH WORK

Item

Description

2.01


2.02

2.03

Unit

length

Measurement Bredth Depth

Estimated Quantity


cum

1840.00

8.00

0.50

7360


cum

300.00

6.00

0.75

1350


cum

1840.00

8.00

0.50

7360

43


EARTH WORK

Item

Description

2.01


2.02

2.03

Unit

length

Measurement Bredth Depth

Estimated Quantity


cum

1840.00

8.00

0.50

7360


cum

300.00

6.00

0.75

1350


cum

1840.00

8.00

0.50

7360

43

Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar 5.00 Item No. 5.01

5.02

5.03

5.04

DRAINAGE AND PROTECTION WORKS Measurement

Estimated Quantity

Description

Unit


cum

3950.00

2.00

1.50

11850.00


cum

3950.00

1.40

0.08

414.75


cum


44

length

Bredth

Depth

3950 x {(1.3 x 0.125)+(1.0x1x0.125)+ (1.25x0.125)}

1753.80

3950 x 40 /1000

158.00

Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar 5.00 Item No. 5.01

5.02

5.03

5.04

DRAINAGE AND PROTECTION WORKS Measurement

Estimated Quantity

Description

Unit


cum

3950.00

2.00

1.50

11850.00


cum

3950.00

1.40

0.08

414.75


cum


length

Bredth

Depth

3950 x {(1.3 x 0.125)+(1.0x1x0.125)+ (1.25x0.125)}

1753.80

3950 x 40 /1000

158.00

44

Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar 6.00 JUNCTIONS, FOOTPATH AND KERBS Item

Description

Unit

length

Measurement Bredth

Depth

Estimated Quantity

6.01 Providing PCC (M-15) in foundation of Brick Masonry walls in Median, Junction Island, Footpath all complete job as cum. per Drawing, Technical Specifications Section 1700, 2100 and Direction of Engineer

2 x(195 x1.1 x 0.1) + (60 x 0.3 x0.1) + (1960x1.5x0.1)

338.70

6.02 Providing Brick Work in Cement Mortar (1:3) for construction of Median, Junction Island, Footpath all complete job as per Drawing, Technical Specifications Section cum. 1300 and Direction of Engineer.

(195 x 0.9 x 0.50) + (195 x 0.30 x 2.00) + (1400 x 0.265 x 0.05)

223.30

6.03 Providing Cement Plastering with Cement Mortar (1:3) required over Brick Masonry Median all complete job as per sqm. Technical Specifications Section 1300 and Direction of

195.00

-

5.00

975.00


sqm.

195.00

-

5.00

975.00


Lm.

1,400.00

45

1,400.00

Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH-80 in the State of Bihar 6.00 JUNCTIONS, FOOTPATH AND KERBS Item

Description

Unit

length

Measurement Bredth

Estimated Quantity

Depth

6.01 Providing PCC (M-15) in foundation of Brick Masonry walls in Median, Junction Island, Footpath all complete job as cum. per Drawing, Technical Specifications Section 1700, 2100 and Direction of Engineer

2 x(195 x1.1 x 0.1) + (60 x 0.3 x0.1) + (1960x1.5x0.1)

338.70

6.02 Providing Brick Work in Cement Mortar (1:3) for construction of Median, Junction Island, Footpath all complete job as per Drawing, Technical Specifications Section cum. 1300 and Direction of Engineer.

(195 x 0.9 x 0.50) + (195 x 0.30 x 2.00) + (1400 x 0.265 x 0.05)

223.30

6.03 Providing Cement Plastering with Cement Mortar (1:3) required over Brick Masonry Median all complete job as per sqm. Technical Specifications Section 1300 and Direction of

195.00

-

5.00

975.00


sqm.

195.00

-

5.00

975.00


Lm.

1,400.00

1,400.00

45

Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH80 in the State of Bihar 7.00


Item

Description

7.01

Providing hot applied thermoplastic road marking paint as per drawing & MoRTH Technical Specifications Clause 803.

7.02

Unit

Estimated Quantity

a. Lane/centre line/edge line/ transverse marking and any other markings

sqm

612.00

b. Directional Arrows, lettering etc. as per Drg. No.61 of MoRTH "Type Design for Inter-sections on National Highways”.

Nr.

24.00


Nr.

21

iii) Route Marker signs (600 x 450)

Nr.

8

Nr.

24

Nr.

8

Nr.

24

a) Road Delineators

Nr.

150.00


Nr.

26.00

c) Hazard markers

Nr.

20.00

d) Object markers

Nr.

20.00



i)




46

Detailed Quantity Computation for Improvement of Stretch and Junctions at Km. 0 to Km. 1.40 of NH80 in the State of Bihar 7.00


Item

Description

7.01

Providing hot applied thermoplastic road marking paint as per drawing & MoRTH Technical Specifications Clause 803.

7.02

Unit

Estimated Quantity

a. Lane/centre line/edge line/ transverse marking and any other markings

sqm

612.00

b. Directional Arrows, lettering etc. as per Drg. No.61 of MoRTH "Type Design for Inter-sections on National Highways”.

Nr.

24.00


Nr.

21

iii) Route Marker signs (600 x 450)

Nr.

8

Nr.

24

Nr.

8

Nr.

24

a) Road Delineators

Nr.

150.00


Nr.

26.00

c) Hazard markers

Nr.

20.00

d) Object markers

Nr.

20.00



i)




46

7.00


Item

Description

7.04


7.05

Unit

Estimated Quantity


Nr.

7.00

ii) 5th km. stone.

Nr.

-

iii) km. stone.

Nr.

2.00


Lm.

195.00

47

7.00


Item

Description

7.04


7.05

Unit

Estimated Quantity


Nr.

7.00

ii) 5th km. stone.

Nr.

-

iii) km. stone.

Nr.

2.00


Lm.

195.00

47


5.

Analysis of Rates


5.

Analysis of Rates

48

P&M-001

Air Compressor

General Purpose

capacity in cfm

170/250

hour

417.00

P&M-002

Batching and Mixing Plant (a) 30 cum capacity

Concrete Mixing

cum/hour

20

hour

2397.00

P&M-003

Batching and Mixing Plant (b) 15 - 20 cum Concrete Mixing capacity

cum/hour

13

hour

1558.00

P&M-004

Bitumen Pressure Distributor

Applying bitumen tack coat

sqm/hour

1750

hour

1397.00

P& M-0 05

Bitumen Boile r oil fire d

Bitumen Spraying

capacity in litre

1500

hour

258.00

P&M-006

Concrete Paver Finisher with 40 HP Motor

Paving of concrete surface

cum / hour

20

hour

1273.00

P&M-007

Concrete Pump of 45 & 30 cum capacity

Pumping of concrete

cum / hour

33 / 22

hour

333.00

P&M-008

Concrete Bucket

For Pouring concrete

capacity in cum

1

hour

21.00

P&M-009

Concrete Mixer (a) 0.4/0.28 cum

Concrete Mixing

cum/hour

2.5

hour

66.00

P&M-010

Concrete Mixer (b) 1 cum

Concrete Mixing

cum/hour

7.5

hour

198.00

P&M-011

Crane (a) 80 tonnes

Lifting Purpose

hour

1666.00

P&M-012

Cranes b) 35 tonnes

Lifting Purpose

hour

1111.00

P&M-013

Cranes c) 3 tonnes

Lifting Purpose

hour

465.00

P&M-014

Dozer D - 80 - A 12

Spreading /Cutting / Clearing

cum/hour

300/ 150/250

hour

4846.00

P&M-015

Dozer D - 50 - A 15

Spreading /Cutting / Clearing

cum/hour

200/ 120/150

hour

2873.00

P&M-016

Emulsion Pressure Distributor

Applying emulsion tack coat

sqm/hour

1750

hour

1042.00

P&M-017

Front End loader 1 cum bucket capacity

Soil loading / Aggregate loading

cum/hour

60 /25

hour

1056.00

P&M-018

Generator (a) 125 KVA

Genration of electric Energy

KVA

100

hour

2004.00

P&M-019

Generator( b) 63 KVA

Genration of electric Energy

KVA

50

hour

920.00

P&M-020

GSB Plant 50 cum

Producing GSB

cum/hour

40

hour

1354.00

P&M-021

Hotmix Plant - 120 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

40

hour

37713.00

P&M-022

Hotmix Plant - 100 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

30

hour

28726.00

P&M-023

Hotmix Plant - 60 to 90 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

25

hour

24222.00

P&M-024

Hotmix Plant - 40 to 60 TPH capacity

DBM/BM/SDC/ Premix

cum/hour

17

hour

16978.00

P&M-025

Hydraulic Chip Spreader

Surface Dressing

sqm/hour

1500

hour

3432.00

P&M-026

Hydraulic Excavator of 1 cum bucket

Soil Ordinary/Soil Marshy / Soil Unsuitable

cum/hour

60 /60 /60

hour

1695.00

P&M-027

Integrated Stone Crusher 100THP

Crushing of Spalls

TPH

100

hour

11287.00

P&M-028

Integrated Stone Crusher 200 HP

Crushing of Spalls

TPH

200

hour

23744.00

P&M-029

Kerb Casting Machine

Kerb Making

Rm/hour

80

hour

404.00

P&M-030

Mastic Cooker

Mastic Wearing coat

capacity in tonne

1

hour

80.00

P&M-031

Mechanical Broom Hydraulic

Surface Cleaning

sqm/hour

1250

hour

432.00

P&M-032

Motor Grader 3.35 mtr blade

Clearing /Spreading /GSB /WBM

cum/hour

200/200/5 0/50

hour

2412.00

49

P&M-033

Mobile slurry seal equipment

Mixing and laying slurry seal

sqm/hour

2700

hour

1313.00

P&M-034

Paver Finisher Hydrostatic with sensor control 100 TPH

Paving of DBM/ BM/SDC/ Premix

cum/hour

40

hour

2858.00

P&M-035

Paver Finisher Mechanical 100 TPH

Paving of WMM /Paving of DLC

cum/hour

40/30

hour

1114.00

P&M-036

Piling Rig with Bantonite Pump

0.75 m dia to 1.2 m dia Boring attachment

Rm/hour

2 to 3

hour

7117.00

P&M-037

Pneumatic Road Roller

Rolling of Asphalt Surface

cum/hour

25

hour

1621.00

P&M-038

Pneumatic Sinking Plant

Pneumatic Sinking of wells

cum/hour

1.5 to 2.00

hour

5432.00

P&M-039

Pot Hole Repair Machine

Repair of potholes

cum/hour

4

hour

1180.00

P&M-040

Prestressing Jack with Pump & access

Stressing of steel wires/stands

hour

168.00

P&M-041

Ripper

Scarifying

cum/hour

60

hour

37.00

P&M-042

Rotavator

Scarifying

cum/hour

25

hour

23.00

P&M-043

Road marking machine

Road marking

Sqm/hour

100

hour

122.00

P&M-044

Smooth Wheeled Roller 8 tonne

Soil Compaction /BM Compaction

cum/hour

70/25

hour

611.00

P&M-045

Tandem Road Roller

Rolling of Aspalt Surface

cum/hour

30

hour

1491.00

P&M-046

Tipper - 5 cum

Transportation of soil, Capacity in GSB, WMM, Hotmix etc. cum

5.5

km

32.00

P&M-047

Tipper - 5 cum


5.5

tonne.km

7.00

P&M-048

Tipper - 5 cum


5.5

hour

783.00

P&M-049

Transit Mixer 4.0/4.5 cum

Transportation of Concrete Mix to site

cum/hour

4.5

hour

1211.00

P&M-050

Transit Mixer 4/4.5 cum


cum/hour

4.5

tonne.km

P&M-051

Transit Mixer 3.0 cum


cum/hour

3

hour

P&M-052

Transit Mixer 3.0 cum


cum/hour

3

tonne.km

P&M-053

Tractor

Pulling

capacity in HP

50

hour

473.00

P&M-054

Tractor with Rotevator

Rate of Tractor + Rotevator

hour

494.00

P&M-055

Tractor with Ripper

Rate of Tractor 6+ Ripper

hour

509.00

P&M-056

Truck 5.5 cum p er 10 tonnes

Material Transport

capacity/cu m

4.5

km

29.00

P&M-057


Material Transport

capacity/cu m

4.5

hour

805.00

P&M-058


Material Transport

capacity/cu m

4.5

tonne.km

P&M-059

Vibratory Roller 8 tonne

Earth or soil / GSB / WBM

cum/hour

100/60/60

hour

1587.00

P&M-060

Water Tanker

Water Transport

capacity in KL

6

hour

159.00

P&M-061

Water Tanker

Water Transport

capacity in KL

6

km

32.00

P&M-062

Wet Mix Plant 60 TPH

Wet Mix

cum/hour

25

hour

50

6.00 1111.00 8.00

3.00

1569.00

P&M-063

Air compressor with pneumatic chisel attachment for cutting hard clay.

hour

808.00

P&M-064

Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne per hour

hour

3230.00

P&M-065

Belt conveyor system

hour

input

P&M-066

Boat to carry atleast 20 persons

hour

202.00

P&M-067

Cement concrete batch mix plant @ 175 cum per hour (effective output)

hour

6782.00

P&M-068

Cement concrete batch mix plant @ 75 cum per hour

hour

2906.00

P&M-069

Cold milling machine @ 20 cum per hour

hour

1211.00

P&M-070

Crane 5 tonne capacity

hour

1111.00

P&M-071


hour

1111.00

P&M-072


hour

1111.00

P&M-073


hour

1111.00

P&M-074

Crane 40 T capacity

hour

1666.00

P&M-075

Crane with grab 0.75 cum capacity

hour

1666.00

P&M-076

Compressor with guniting equipment along with accessories

hour

202.00

P&M-077

Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour.

hour

1569.00

P&M-078

Epoxy Injection gun

hour

151.00

P&M-079

Generator 33 KVA

hour

484.00

P&M-080

Generator 100 KVA

hour

1500.00

P&M-081

Generator 250 KVA

hour

2806.00

P&M-082

Induction, deinduction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking.

hour

input

P&M-083

Joint Cutting Machine with 2-3 blades (for rigid pavement)

hour

303.00

P&M-084

Jack for Lifting 40 tonne lifting capacity.

day

1111.00

P&M-085

Piling rig Including double acting pile driving hammer (Hydraulic rig)

hrs

7117.00

P&M-086

Plate compactor

hour

404.00

P&M-087

Snow blower equipment 140 HP @ 600 cum per hour

hour

input

P&M-088

Texturing machine (for rigid pavement)

hour

102.00

P&M-089

Truck Trailor 30 tonne capacity

hour

3230.00

P&M-090

Truck Trailor 30 tonne capacity

t.km

3.00

P&M-091

Tunnel Boring machine

hour

input

P&M-092

Vibrating Pile driving hammer complete with power unit and accessories.

hour

input

P&M-093


hour

2355.00

P&M-094


2355.00

51

L-01

Blacksmith (IInd class)

day

239.00

L-02

Blacksmith (Ist class)/ Welder/ Plumber/ Electrician

day

268.00

L-03

Blaster (Stone cutter)

day

333.00

L-04

Carpenter I Class

day

268.00

L-05

Chiseller (Head Mazdoor)

day

253.00

L-06

Driller (Jumper)

day

239.00

L-07

Diver

day

287.00

L-08

Fitter

day

272.00

L-09

Mali

day

253.00

L-10

Mason (IInd class)

day

239.00

L-11

Mason (Ist class)

day

268.00

L-12

Mate / Supervisor

day

213.00

L-13

Mazdoor

day

197.00

L-14

Mazdoor/Dresser (Semi Skilled)

day

206.00

L-15

Mazdoor/Dresser/Sinker (Skilled)

day

251.00

L-16

Medical Officer

day

746.00

L-17

Operator(grouting)

day

223.00

L-18

Painter I class

day

254.00

L-19

Para medical personnel

day

367.00

52

M-001

Stone Boulder of size 150 mm and below at Cruser Plant

cum

312.18

M-002

Supply of quarried stone 150 - 200 mm size for Hand Broken at site

cum

312.18

M-003

Boulder with minimum size of 300 mm for Pitching at Site

cum

312.18

M-004

Coarse sand at Mixing Plant

cum

141.03

M-005

Coarse sand at Site

cum

275.68

M-006

Fine sand at Site

cum

119.75

M-007

Moorum at Site

cum

134.57

M-008

Gravel/Quarry spall at Site

Cum

312.18

M-009

Granular Material or hard murrum for GSB works at Site

Cum

134.96

M-010

Granular Material or hard murrum for GSB works at Mixing Plant

Cum

134.96

M-011

Fly ash conforming to IS: 3812 ( Part II & I) atHMP Plant / Batching Plant / Crushing Plant

Cum

0

M-012

Filter media/Filter Material as per Table 300-3 (MoRT&H Specification)

Cum

422.28

53

M-013

Close graded Granular sub-base Material 53 mm to 9.5 mm

cum

494.46

533.76

M-014

Close graded Granular sub-base Material 37.5 mm to 9.5 mm

cum

471.86

509.20

M-015


cum

529.62

572.00

M-016


cum

508.74

549.29

M-017


cum

394.31

424.87

M-018

Close graded Granular sub-base Material 4.75mm to 2.36 mm

cum

195.72

208.92

M-019

Close graded Granular sub-base Material 4.75mm to 75 micron mm

181.88

193.88

M-020

Close graded Granular sub-base Material 2.36 mm

cum

181.88

193.88

M-021

Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve.

cum

92.57

100.65

M-022

Coarse graded Granular sub-base Material 2.36 mm & below

cum

181.88

190.00

M-023

Coarse graded Granular sub-base Material 4.75mm to 75 micron mm

181.88

190.00

M-024

Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm

cum

195.72

205.04

M-025


cum

508.74

545.40

M-026


cum

480.94

515.18

M-027


cum

529.62

568.11

M-028


cum

471.86

505.30

M-029

Coarse graded Granular sub-base Material 53 mm to 26 .5mm

cum

441.36

472.13

M-030

Aggregates below 5.6 mm

cum

195.72

205.04

M-031

Aggregates 22.4 mm to 2.36 mm

cum

507.98

544.58

M-032


cum

507.98

544.58

M-033

Aggregates 45 mm to 2.8 mm

cum

453.47

485.30

M-034


cum

461.26

493.77

M-035


cum

453.47

485.30

M-036


cum

441.36

472.13

M-037


cum

412.37

440.62

M-038

Aggregates 63 mm to 45 mm

cum

412.26

440.50

M-039


cum

382.30

407.91

M-040


cum

508.74

545.40

M-041


cum

333.95

355.35

M-042


cum

452.61

484.37

M-043


cum

589.97

633.73

M-044

Aggregates 13.2 mm to 10 mm

cum

617.12

663.25

M-045


cum

617.12

663.25

M-046


cum

588.46

632.08

M-047


cum

507.98

544.58

M-048


cum

461.26

493.77

M-049


cum

461.26

493.77

M-050

Aggregates 6 mm nominal size

cum

394.20

420.86

M-051


cum

589.97

633.73

M-052

Aggregates 13.2/12.5 mm nominal size

cum

617.12

663.25

M-053


cum

529.62

568.11

M-054


cum

505.28

541.65

M-055


cum

425.02

454.37

54

M-056

AC pipe 100 mm dia

M-057

metre

45.83

Acrylic polymer bonding coat

litre

input

M-058

Alluminium Paint

litre

120.58

M-059

Aluminium alloy plate 2mm Thick

sqm

9364.51

M-060

Aluminium alloy/galvanised steel

tonne

37458.03

M-061

Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable

sqm

8740.21

M-062

Aluminium studs 100 x 100 mm fitted with lense reflectors

nos

169.12

M-063

Barbed wire

kg

55.83

M-064

Bearing (Cost of parts)

nos

input

M-065

Bearing (Cast steel rocker bearing assembly of 250 tonne )

nos

77649.64

M-066

Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation,)

cucm

8000.00

M-067

Bearing (Forged steel roller bearing of 250 tonne

nos

46589.77

M-068

Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components

nos

input

M-069

Bearing (PTFE sliding plate bearing assembly of 80 tonnes )

nos

input

M-070

Bearing (Supply of sliding plate bearing of 80 tonne)

nos

31373.59

M-071

Bentonite

kg

3.25

M-072

Binding wire

kg

56.79

M-073

Bitumen ( Cationic Emulsion ) (Ex. Ulberia MS)

tonne

26312.60

M-074

Bitumen (60-70 grade)

tonne

30487.86

M-075

Bitumen (80-100 grade )

tonne

29567.09

M-076

Bitumen (Cutback )

tonne

30487.86

M-077

Bitumen (emulsion) (Ex. Paharpur MS)

tonne

26312.60

M-078

Bitumen (modified graded) (Ex. barauni CRMB-55)

tonne

32962.43

M-079

Brick

each

6.273

M-080

C.I.shoes for the pile

kg

47.37

M-081

Cement

tonne

5768.86

M-082

Cold twisted bars (HYSD Bars)

tonne

34024.04

M-083

Coller for joints 300 mm dia

nos

0.00

M-084

Compressible Fibre Board(20mm thick)

sqm

935.54

M-085

Connectors/ Staples

each

input

M-086

Copper Plate(12m long x 250mmwide)

M-087

Corrosion resistant Structural steel

M-088

Corrugated sheet, 3 mm thick, "Thrie" beam section railing

M-089 M-090

kg tonne

708.64 45061.38

kg

48.65

Credit for excavated rock found suitable for use

cum

145.40

Curing compound

liter

122.99

55

M-091

Delineators from ISI certified firm as per the standard drawing given in IRC - 79

each

793.71

M-092

Earth Cost or compensation for earth taken from private land

cum

23.65

M-093

Elast omeric slab se al e xpansion joint assembly manufact ured by using c hloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II),

metre

M-094

Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each

M-095

26366.47

100 nos

614.96

Epoxy compound with accessories for preparing epoxy mortar

kg

538.10

M-096

Epoxy mortar

kg

737.95

M-097

Epoxy primer

kg

12.30

M-098

Epoxy resin-hardner mix for prime coat

kg

653.40

M-099

Flag of red color cloth 600 x 600 mm

each

46.12

M-100

Flowering Plants

each

30.75

M-101

Galvanised MS flat clamp

nos

15.46

M-102

Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size.

sqm

99.02

M-103

Galvanised structural steel plate 200 mm wide, 6 mm thick, 24 m long

kg

45.02

M-104

Gelatin 80%

kg

875.53

M-105

Geo grids

sqm

input

M-106

Geomembrane

sqm

input

M-107

Geonets

sqm

105.70

M-108

Geotextile

sqm

82.63

M-109

Geotextile filter fabric

sqm

82.63

M-110

GI bolt 10 mm Dia

nos

15.10

M-111

Grouting pump with agitator

hour

153.74

M-112

Grass (Doob)

kg

3.98

M-113

Grass (Fine)

kg

3.98

M-114

HDPE pipes 75mm dia

metre

220.44

M-115

HDPE pipes 90mm dia

metre

220.44

M-116

Hedge plants

each

30.75

M-117

Helical pipes 600mm diameter

metre

input

M-118

Hot applied thermoplastic compound

M-119

HTS strand

M-120

Joint Sealant Compound

M-121

litre tonne

200.01 69232.20

kg

24.60

Jute netting, open weave, 2.5 cm square opening for seeding and Mulching

sqm

38.43

M-122

LDO for steam curing

litre

input

M-123

M.S. Clamps

nos

33.35

M-124

M.S. Clamps

kg

60.37

M-125

M.S.shoes @ 35 Kg per pile of 15 m

kg

23.09

M-126

Mild Steel bars

tonne

56

30635.71

M-127

Modular strip /box se al e xpansion joint including anchorag e catering to a horizont al movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative

metre

29056.91

M-128

Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative

metre

input

M-129

Nipples 12mm

nos

input

M-130

Nuts and bolts

kg

58.41

M-131

Paint

litre

238.48

M-132

Pavement Marking Paint

litre

238.48

M-133

Paving Fabric

sqm

input

M-134

Perforated geosynthetic pipe 150 mm dia

metre

27.84

M-135

Perforated pipe of cement concrete, internal dia 100 mm

metre

117.57

M-136

Pesticide

kg

80.63

M-137

Pipes 200 mm dia, 2.5 m long for drainage

metre

179.62

M-138

Plastic sheath, 1.25 mm thick for dowel bars

sqm

15.37

M-139

Plastic tubes 50 cm dia, 1.2 m high

nos

input

M-140

Polymer braids

metre

input

M-141

Pre moulded Joint filler,25 mm thick for expansion joint.

sqm

960.88

M-142

Pre-coated stone chips of 13.2 mm nominal size

cum

664.66

M-143

Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness.

metre

input

M-144

Pre-moulded asphalt filler board

sqm

960.88

M-145

Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days

kg

input

M-146

Primer

kg

13.14

M-147

Quick setting compound

kg

input

M-148

Random Rubble Stone

cum

316.93

M-149

RCC Pipe NP 4 heavy duty non presure pipe 1000 mm dia

metre

2881.74

M-150


metre

4096.92

M-151


metre

527.74

M-152

Reflectorising glass beads

kg

65.00

M-153

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips)

metre

input

M-154

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanised carbon steel strips)

metre

input

M-155

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced polymer/polymeric strips)

metre

input

M-156

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips)

metre

input

M-157

Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Aluminium strips)

metre

input

M-158

Rivets

each

7.80

57

M-159

Sand bags (Cost of sand and Empty cement bag)

nos

6.90

M-160

Sapling 2 m high 25 mm dia

each

23.07

M-161

Scrap tyres of size 900 x 20

nos

76.87

M-162

Seeds

kg

30.75

M-163

Selected earth

cum

23.65

M-164

Separation Membrane of impermeable plastic sheeting 125 micron thick

sqm

15.37

M-165

Sheathing duct

metre

84.56

M-166

Shrubs

each

15.37

M-167

Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing

cum

691.83

M-168

Sodium vapour lamp

each

input

M-169

Square Rubble Coursed Stone

cum

316.92

each

input

each

input

M-170 M-171

Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level

M-172

Steel drum 300 mm dia 1.2 m high/empty bitumen drum

nos

124.81

M-173

Steel helmet and cushion block on top of pile head during driving.

kg

41.10

M-174

Steel pipe 25 mm external dia as per

IS:1239

metre

128.49

M-175

Steel pipe 50 mm external dia as per

IS:1239

metre

229.96

M-176

Steel wire rope 20 mm

kg

40.39

M-177

Steel wire rope 40 mm

kg

40.39

M-178

Strip seal expansion joint

metre

8179.95

M-179

Structural Steel

tonne

33878.57

M-180

Super plastisizer admixture IS marked as per 9103-1999

M-181

Synthetic Geogrids as per clause 3102.8 and approved design and specifications.

sqm

input

M-182

Through and bond stone

each

12.11

M-183

Tie rods 20mm diameter

nos

input

M-184

Tiles size 300 x 300 mm and 25 mm thick

each

45.92

M-185

Timber

cum

49591.50

M-186

Traffic cones with 150 mm reflective sleeve

nos

input

M-187

Tube anchorage set complete with bearing plate, permanent wedges etc

nos

46.12

M-188

Unstaked lime

M-189

kg

153.74

tonne

3305.45

Water

KL

230.60

M-190

Water based cement paint

litre

121.37

M-191

Welded steel wire fabric

kg

39.09

M-192

Wire mesh 50mm x 50mm size of 3mm wire

kg

39.09

M-193

Wooden ballies 2" Dia for bracing

each

24.60

M-194

Wooden ballies 8" Dia and 9 m long

each

594.97

M-195

Wooden packing

cum

input

M-196

Wooden staff for fastening of flag 25 mm dia, one m long

each

30.75

58

Overheads for Road Works

0.10

Contractors profit for Road Works

0.10

Overheads for Bridge Works

0.25

for input of Overheads or Contractors profit please type in collum C as like below

Overheads for Bridge Works (Rehabilitation)

0.30

Type symble of apostrope(') then input value then one space then symble of percentage (%) for example '08 %

Contractors profit for Bridge Works

0.10

Lead from Mixing Plant to working site

16 km

Lead for E/W borow area to site

7 km

Lead for fly ash from source to site

1 km

59

per cm height per letter

Item 8.3

Printing new letter and figures of any shade (ii) English Roman

Item 8.8

Painting Two Coats on New Concrete Surfaces

sqm

66.00

Item 8.9

Painting angle iron post two coats

sqm

57.00

Item 12.6 (B)

Cement mortor 1:2 (Excluding OH & CP)

cum

4831.00

Item 12.6 (A)


cum

3926.00

Item 12.6 (D)


cum

2679.00

Item 12.7 (A )

Course Rubble masonary in cement mortor 1:3 (including OH & CP)

cum

3294.00

Random Rubble masonary in cement mortor 1:6 (including OH & CP)

cum

46 93 .00

Item 12.8 (A)

PCC Grade M15 including OH & CP for Open Foundation by Mixer

cum

6206.00

Item 12.8 (A)

PCC Grade M15 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

cum

4340.00

I te m 12. 8 (B) PCC


cum

46 07 .00

Item 12.8 (C)

RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

cum

4680.00

RCC Grade M20 including OH & CP for Open Foundation by Batching Plant

cum

68 49 .00

Item 12.8 (C)

RCC Grade M20 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

cum

4790.00

Item 12.8 (D)


cum

4941.00

Item 12.8 (D)

PCC Grade M25 including OH & CP for Open Foundation by Batching Plant

cum

7209.00

Item 12.8 (D)

PCC Grade M25 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

cum

5054.00

Item 12.8 (E)


cum

5018.00

Item 12.8 (E)


cum

5376.00

Item 12.8 (F)


cum

4978.00

Item 12.8 (F)

PCC Grade M30 for Open Foundation Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

cum

5087.00

Item 12.8 (G)


cum

5039.00

Item 12.8 (G)


cum

5150.00

Item 12.8 (H)


cum

5131.00

Item 12.8 (H)

RCC Grade M35 including OH & CP for Open Foundation by Batching Plant

cum

5666.00

Item 12.8 (H)

RCC Grade M35 excluding OH & CP for Open Foundation by Batching Plant

cum

5666.00

Item 12.8 (H)


cum

5502.00

Item 12.11 (C) i

PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Mixer

cum

5141.00

Item 12.11 (C) i

PCC Grade M20 for Open Foundation (Bottom Plug) Per Cum Basic Cost of Labour, Material & Mechinery by Batching Plant

cum

5119.00

I te m 12. 11 (C) ii


cum

53 49 .00

I tem 1 2.7 (Add l) B)

It em 12 .8 ( C) RCC

60

0.40

I te m 12. 11 (C) ii


cum

53 25 .00

It em 1 2.1 1 ( C) iii


cum

53 86 .00

It em 1 2.1 1 ( C) iii


cum

53 63 .00

I tem 1 2.1 1 ( C) iv


cum

54 70 .00

I tem 1 2.1 1 ( C) iv

PCC Grade M35 including OH & CP for Well Foundation (Bottom Plug) by Batching Plant

cum

78 16 .00

I tem 1 2.1 1 ( C) iv


cum

54 46 .00

It em 12 .11 (F) iv

PCC Grade M35 including OH & CP for Well Foundation (Well Cap) by Batching Plant

cum

74 24 .00

Item No. 3.13

Excavation for Structures (Manual Means)

cum

199.00

Item No. 3.13

Excavation for Structures (Mechenical Meanse)

cum

48.00

Item 14.1(A)

RCC Grade M20 for super-structure including OH & CP by Batching Plant

cum

7842.00

Item 14.1(B)


cum

8427.00

Item 14.1(E)


cum

13320.71

Item 14.1(C)

RCC Grade M30 for super-structure including formwork and excluding OH & CP by Batching Plant

cum

RCC Grade M30 for super-structure excluding formwork and excluding OH & CP by Batching Plant

cum

Supplying ,fitting and placing HYSD bar reinforcement in super-structure exncluding OH & CP

t onne

38 944 .00

It em 13 .6

Supplying, fitting and placing HYSD including OH & CP for sub-structure

t onne

52 583 .00

Item 5.17

Fog Seal

sqm

33.00

Item 5.21 Case-I

Crack Prevention courses. Case-I Stress Absorbing Membrane (SAM) crack width less than 6 mm

sqm

63.00

Item 5.21 Case-II

Crack Prevention courses. Case-II Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm

sqm

73.00

Item 5.21 Case-III

Crack Prevention courses. Case-III Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %

sqm

94.00

Item 5.21 Case-IV

Crack Prevention courses. Case-IV Bitumen Impregnated Geotextile

sqm

152.00

Item 5.15 Case-I

Slurry Seal Case-I 5 mm thickness

sqm

57.00

Item 5.15 Case-II

Slurry Seal Case-II 3 mm thickness

sqm

39.00

Item 5.15 Case-III

Slurry Seal Case III 1.5 mm thickness

sqm

23.00

Item 5.9 Case-I

Surface Dressing Case-I 19 mm nominal chipping size

sqm

87.00

Item 5.9 Case-II

Surface Dressing Case-II 13 mm nominal size chipping

sqm

70.00

Item 14.1(C)

I te m 14. 2 A

61

6183.00

5153.00

1

2

3

1

Stone Boulders

cum

Mirzachowki

193

0

0

2

Stone Metal

cum

Mirzachowki

193

0

0

3

Stone Chips

cum

Mirzachowki

193

0

0

4

Sand

cum

Kiul

28

0

0

5

Local Sand

cum

Local

2

0

1

6

Steel (TMT Bars)

MT

Mokama

13

0

0

7

Cement

MT

Mokama

13

0

0

8

Bitumen (Packed)

MT

Barauni

19

0

0

9

Bitumen (Emulsion)

MT

Paharpur

578

0

0

10

Bitumen (CRMB)

MT

Barauni

19

0

0

11

Stone Aggregate as a GSB

cum

Mirzachowki

193

0

0

12

Brick

No

Local

7

0

1

13

Hume Pipe

m.

Mokama

13

0

0

62

Item No.

Descriptions

Unit

Rate

CHAPTER-1 CARRIAGE OF MATERIALS

1.1

Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

cum

134.00

1.2

Loading and Unloading of Boulders by Manual Means

cum

167.00

1.3

Loading and Unloading of Cement or Steel by Manual Means and stacking.

tonne

245.00

1.4

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road (ii) Unsurfaced Gravelled Road (iii) Katcha Track and Track in river bed / nallah bed and choe bed.

tonne.km

6.50

tonne.km

7.90

tonne.km

15.80

(i) Girth from 300 mm to 600 mm (ii) Girth from 600 mm to 900 mm

each

205.00

each

397.00


each

726.00


each

1,338.00

CHAPTER-2 SITE CLEARANCE

2.1

2.3

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

Item No.

Descriptions

Unit

Rate

CHAPTER-1 CARRIAGE OF MATERIALS Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

1.1

cum

134.00

1.2

Loading and Unloading of Boulders by Manual Means

cum

167.00

1.3

Loading and Unloading of Cement or Steel by Manual Means and stacking.

tonne

245.00

1.4

Cost of Haulage Excluding Loading and Unloading (i) Surfaced Road (ii) Unsurfaced Gravelled Road

tonne.km tonne.km

7.90

(iii) Katcha Track and Track in river bed / nallah bed and choe bed.

tonne.km

15.80

(i) Girth from 300 mm to 600 mm (ii) Girth from 600 mm to 900 mm

each

205.00

each

397.00


each

726.00


each

1,338.00

6.50

CHAPTER-2 SITE CLEARANCE Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)

2.1

2.3

(i)

Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Manual Means: A In area of light jungle B In area of thorny jungle

(ii)

2.4

hectare

37,874.00

hectare

50,881.00

A In area of light jungle

hectare

60,204.00

B In area of thorny jungle

hectare

72,714.00

By Mechanical Means

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres)

(i)

Lime /Cement Concrete

I

By Manual Means

II

(ii)

(iii)

A Lime Concrete, cement concrete grade M-10 and below

cum

323.00

B Cement Concrete Grade M-15 & M-20

cum

372.00

C Prestressed / Reinforced cement concrete grade M-20 & above By Mechanical Means for items No. 202( b) & ( c)

cum

887.00

A Cement Concrete Grade M-15 & M-20 B Prestressed / Reinforced cement concrete grade M-20 & above

cum

496.00

cum

782.00

A In lime mortar B In cement mortar

cum

223.00

cum

273.00

C In mud mortar D Dry brick pitching or brick soling

cum

203.00

cum

193.00

A Rubble stone masonry in lime mortar B Rubble stone masonry in cement mortar.

cum

243.00

cum

273.00

C Rubble Stone Masonry in mud mortar. D Dry rubble masonry

cum

223.00

cum

213.00

E Dismantling stone pitching/ dry stone spalls.

cum

203.00

Dismantling Brick / Tile work

Dismantling Stone Masonry

64

Item No.

Descriptions

Dismant ling boulders laid in wire crat es including opening of crates and st acking dismantled materials. Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth (iv) level Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of (v) rivet. A Including dismembering B Excluding dismembering. F

C Extra over item No( V ) A and( V ) B for cutting rivets. Scraping of bricks dismantled from brick work including stacking. (vi) In lime/Cement mortar A

A In cement and lime mortar B In Mud mortar

cum

456.00

tonne

1,077.00

tonne

810.00

tonne

8.00

1000 numbers

870.00

cum

349.00 74.00 11.80

A Up to 600 mm dia B Above 600 mm to 900 mm dia

metre

129.00

metre

175.00

C Above 900 mm Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

metre

299.00

cum

591.00

cum

438.00

cum

302.00

cum

1,352.00

(ix)

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.

By Manual Means A Bituminous courses B Granular courses

2.6

223.00

sqm

Scarping plaster in lime or cement mortar from brick/ stone masonry

II

cum

cum

(viii)

I

Rate

Scraping of Stone from dismantled stone masonry

(vii)

2.5

Unit

By Mechanical Means A Bituminous course Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

2.7

Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.)

metre

66.00

2.8

Dismant ling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

metre

15.00

2.9

Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

metre

23.00

2.10

Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) A 5th KM stone B Ordinary KM Stone

each

298.00

each

182.00

C Hectometre Stone

each

36.30

cum

92.67

A Mechanised

cum

494.00

B Manual Method

cum

828.00

cum

100.75

CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE

3.6

3.10

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

Excavation in Marshy Soil (Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000 metres, t rimming of bott om and side slopes in accordance wit h requirements of lines, grades and cross sections.) 65

Item No.

Descriptions

Unit

3.11

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

cum

79.00

3.14

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )

sqm

22.00

3.15

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

sqm

5.80

3.16

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading t o required slope and compact ing to meet requirement of table 300-2)

cum

262.00

3.17

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

cum

168.61

3.18

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compact ed to meet requirement of table No. 300-2)

cum

301.00

3.19

Compacting Original Ground

Compacting original ground supporting subgrade (Loosening of the ground upto a level Case-I of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

cum

76.00

Case-II :Compacting original ground supporting embankment

cum

43.00

cum

183.00

(i) for grading- I Material

cum

3,148.00

(ii) for grading- II Material

cum

3,113.00

(iii) for grading-III Material

cum

3,114.00

(i) for grading- I Material

cum

2,817.00

(ii) for grading- II Material

cum

2,614.00

cum

2,783.00

cum

3,208.00

Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth)

3.20

Rate

CHAPTER-4 SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS 4.1

Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )

A

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)

B

(iii)

4.12

for grading-III Material Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

66

Item No.

Descriptions Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)

6.1

Unit

Rate

cum

3,883.00

cum

6,864.00

( i ) 90 cm equilateral triangle

each

5,376.00

( ii ) 60 cm equilateral triangle

each

3,324.00

( iii ) 60 cm circular

each

4,667.00

( iv ) 80 mm x 60 mm rectangular

each

6,751.00

( v ) 60 cm x 45 cm rectangular

each

4,530.00

(vi ) 60 cm x 60 cm square

each

5,482.00

Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a bat ching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )

6.2

CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

8.4

( vii ) 90 cm high octagon

each

8,781.00

8.5

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

sqm

12,641.00

8.6

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

sqm

12,986.00

8.11

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) (i) Over 10 cm in width

sqm

99.00

(ii) Up to 10 cm in width

sqm

87.00

sqm

791.00

8.13

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

8.14

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 67

Item No.

Descriptions

Unit

Rate

(i) 5th kilometre stone (precast)

each

3,763.00

(ii) Ordinary Kilometer stone (Precast)

each

2,305.00

(iii) Hectometer stone (Precast)

each

599.00

8.15

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the t op, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

each

1,065.00

8.16

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

each

465.00

metre

1,726.00

(i) upto 3 m depth

cum

99.00

(ii) 3 m to 6 m depth

cum

127.00

(iii) Above 6 m depth

cum

170.00

(i) Depth upto 3 m (ii) Depth 3 m to 6 m

cum

68.00

cum

77.00

(iii) Depth above 6m

cum

93.00

cum

5,589.00

cum

6,365.00

cum

3,926.00

Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia st eel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)

8.20

CHAPTER-12 FOUNDATIONS Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

12.1

I

Ordinary soil

A

Manual Means

Mechanical Means

B

12.4

12.5 12.6 A

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications Cement mortar1:3 (1cement :3 sand)

B

Cement mortar1:2 (1cement :2 sand)

cum

4,829.00

C


cum

3,325.00

D


cum

2,765.00

A

PCC Grade M15

cum

6,206.00

B

PCC Grade M20

cum

6,588.00

C

RCC Grade M20

Case I Using concrete mixer

cum

6,692.00

Case II With Batching Plant, Transit Mixer and Concrete Pump

cum

6,849.00

Case I Using concrete Mixer

cum

7,049.00


cum

7,209.00

Case I Using concrete Mixer

cum

7,158.00


cum

7,315.00

cum

7,083.00

D

E

F

PCC Grade M25

RCC Grade M25

PCC Grade M30

Case I Using Concrete Mixer 68

Item No.

Descriptions

Case II Using Batching Plant, Transit Mixer and Concrete Pump 12.40

Unit

Rate

cum

7,239.00

tonne

52,466.00

cum

6,564.00

cum

6,968.00

cum

7,473.00

cum

7,644.00

cum

7,529.00

cum

7,694.00

cum

7,079.00

cum

7,245.00

cum

7,336.00

cum

7,508.00

cum

7,590.00

cum

8,131.00

cum

7,838.00

cum

8,397.00

cum

3,479.00

A Stone/Boulder

cum

3,043.00

B Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15

cum

6,330.00

cum

3,346.00

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications CHAPTER-13 SUB-STRUCTURE

13.5 A

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15

(p) Height upto 5m PCC Grade M20 B (p) Height upto 5m C

PCC Grade M25

Height upto 5m (p) Case I Using concrete Mixer Case II With Batching Plant, Transit Mixer and Concrete Pump D

PCC Grade M30

(p)

Height upto 5m

Case I Using concrete Mixer Case II With Batching Plant, Transit Mixer and Concrete Pump E

RCC Grade M20

(p)

Height upto 5m

Case I Using concrete Mixer Case II With Batching Plant, Transit Mixer and Concrete Pump (q)

Height 5m to 10m

Case I Using concrete Mixer Case II With Batching Plant, Transit Mixer and Concrete Pump F

RCC Grade M25

(p)

Height upto 5m

Case I Using concrete Mixer Case II With Batching Plant, Transit Mixer and Concrete Pump (q)

Height 5m to 10m

Case I Using concrete Mixer Case II With Batching Plant, Transit Mixer and Concrete Pump CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS

15.2

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming t o IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% ext ra for laps and joints laid wit h stone boulders weighing not less than 40 kg each.)

15.4

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of t oe of embankment complete as per drawing and Technical specifications

15.5

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

69

Final DPR Report NH-80 Jn

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