Housing Project BOQ Billing Format

DUKHAN HOUSING PROJECT PHASE V, PACKAGE - 1 AT DUKHAN TOWNSHIP, DUKHAN INTERIM VALUATION BILL NR.

Description

BOQ BOQ Page Page

Cont Contra ract ct Amou Amount nt

GENERAL SUMMARY

1

PRELIMINARIES

Page 1/1/17

4,040,000.00

2

BUILDING BLOCKS

Page 1/17/1

70,136,522.00

(Excluding PC & Provisional Sum) 3

CAR PARK

Page 3/1/1

1,119,986.00

4

WATER TANK YARD

Page 4/7/1

716,749.00

5

HARDLANDSCAPING

Page 5/1/6

2,716,119.00

6

SOFTLANDSCAPING

Page 6/1/8

1,492,755.00

7

INFRASTRUCTURE

Page 7/8/1

24,109,685.00

A

SUB-TOTAL AMOUNT (Excludin (Excludin PC and Provision Provisional al Sum) Sum)

B

LESS DISCOUNT (9.931240812% of A)

C

SUB-TOTAL AMOUNT AFTER DISCOUNT (A-B)

D

ADD: PRIME COST & PROVISIONAL SUM

E

AWARDED CONTRACT AMOUNT (C + D)

F

TOTA TOTAL L AMOUNT UNT CER CERTI TIF FIED IED ( E )

G

ADD: ADD: MATE MATERI RIAL AL ON-S ON-SIT ITE E (Det (Detai ails ls Att Attac ache hed) d)

H

TOTAL AMOUNT DUE (F +G)

I

TOTAL AMOUNT DUE In Rounded Value

J

LE SS SS: RETENTION (10% of I )

K

LESS : CONSULTANT'S SUPERVISION FEE

L

TOTAL AMOUNT DUE ( I - J - K )

M

LE SS SS PREVIOUS AMOUNT

104,331,816.00 . 9.931240812%

TOTAL AMOUNT DUE FOR PAYMENT ( L - M )

10,361,443.89

93,970,372.11 1,571,728.00

95,542,100.11

10%

QR

DUKHAN HOUSING PROJECT PHASE V, PACKAGE - 1 AT DUKHAN TOWNSHIP, DUKHAN BREAKDOWN OF ACCOMPLISHMENT

VALUATION NO. 21

WORKS ACCORDING TO BOQ

Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

BILL NO. 1/1 PRELIMINARIES.

Contract Particulars. Allo Allow w for for all all obli obliga gati tion onss and and liab liabil ilit itie iess in acco accord rdan ance ce with with the following clause of the General and particular conditions of contract A

Cla Clause use 1 Defi Defini niti tion ons. s.

B

Clause 2 Duties Representative

Item

and

Powers

of Engineer’s Item

C

Cla Clause use 3 Ass Assig ign nment ent.

Item

D

Cla Clause use 4 Sub Sub-Letti tting. ng.

Item

E

Clau Clause se 5 Exte Extent nt of Cont Contra ract ct..

Item

F

Cla Clause use 6 Lang Langua uage ge etc. tc.

Item

G

Clau Clause se 7 Cus Custo tody dy of Draw Drawin ings gs,, etc etc..

Item

H

Clause Clause 8 Furt Further her Drawin Drawings gs and Instru Instructi ctions ons..

Item

J

Clau Clause se 9 Con Contr trac actt Agr Agree eeme ment nt..

Item

K

Clau Clause se 10 Perf Perfor orma manc ncee Bon Bond. d.

L

Clau Clause se 11 Insp Inspec ecti tion on of Site Site..

Item

M

Clau Clause se 12 12 Suff Suffic icie ienc ncy y of Ten Tende der, r, etc etc..

Item

N

Clause 13 Work to be to the satisfaction of the Engineer. Engineer.

Item

1

Page 1/1/1

To Collection

Page/1/1/2

Item

QR

1,100,000.00

1,100,000.00


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES PRELIMINARIES (Co nt’d). Contract Particulars (Cont’d) A

Clau Clause se 14 Prog Progra ramm mmee to to be Furn Furnis ishe hed. d.

1

Item

10,000.00

B

Clause 15 Contractor’s Superintendence.

1

Item

1,300,000.00

C

Clause 16 Contractor’s Employees.

D

Cla Clause use 17 17 Set Setttinging-ou out. t.

E

Clause Clause 18 Boreho Borehole less and and Explora Explorator tory y Excava Excavatio tion. n.

Item

F

Clau Clause se 19 19 Watc Watchi hing ng and and Lig Light htin ing. g.

Item

G

Cla Clause use 20 Care Care of Work Works. s.

Item

H

Clau Clause se 21 Insur Insuran ance ce of Work Works, s, etc. etc.

J

Clau Clause se 22 Dama Damage ge to Pers Person onss and and Pro Prope pert rty. y.

Item

K

Clau Clause se 23 Third Third part party y Insu Insura ranc nce. e.

Item

L

Clau Clause se 24 24 Acc Accid iden entt or Inju Injury ry to Wor Workm kmen en..

Item

M

Clause 25 Remedy on Contractor’s Failure to Insure.

Item

N

Clause 26 Compliance with Statutes, Statutes, Regulations etc.

Item

P

Cla Clause use 27 Fossi ossills, etc etc.

Item

Q

Clau Clause se 28 28 Pate Patent nt Rig Right htss and and Roya Royalt ltie ies. s.

Item

R

Clause 29 Interference with Traffic and Adjoining Properties

Item

Clau Clause se 30 Extr Extrao aord rdin inar ary y Traf Traffi fic, c, etc etc

Item

S

Item 1

Page 1/1/2

1

To Collection

Page/1/1/3

Item

Item

QR

20,000.00

500,000.00

1,830,000.00


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’d). Contract Particulars (Cont’d) A

Clause 31 Opportunities for other Contractors.

Item

B

Clause 32 Supply of Plant, Materials and Labour.

Item

C

Clause 33 Site to be Kept Clear of Obstruction, etc.

Item

D

Clause 34 Conditions of Employment, etc.

Item

E

Clause 35 Returns of Labour, etc.

Item

F

Clause 36 Quality of Materials and Workmanship and Test, etc

Item

G

Clause 37 Access to Site.

Item

H

Clause 38 Examination of Work, etc.

Item

J

Clause 39 Removal of Improper Work, etc.

Item

K

Clause 40 Suspension of Work, etc.

Item

L

Clause 41 Commencement of Works.

Item

M

Clause 42 Possession of Site, Wayleaves, etc.

Item

N

Clause 43 Time for completion.

Item

P

Clause 44 Extension of Time for completion.

Item

Q

Clause 45 No Night or Friday Work.

Item

R

Clause 46 Rate of Progress.

Item

S

Clause 47 Liquidated Damages for Delay, etc.

Item

Page 1/1/3

To Collection

Page/1/1/4

QR

-


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs


Clause 48 Certificate of Completion of Works.

Item

B

Clause 49 Definition of Period of Maintenance, etc.

Item

C

Clause 50 Contractor to Search.

Item

D

Clause 51 Variations, etc.

Item

E

Clause 52 Claims.

Item

F

Clause 53 Plant Definitions, etc.

Item

G

Clause 54 Approval of Materials, etc. not implied.

Item

H

Clause 55 Quantities.

Item

J

Clause 56 Variations, etc. to be Measured.

Item

K

Clause 57 Method of Measurement, etc.

Item

L

Clause 58 Provisional Sums, Prime Cost Items, etc.

Item

M

Clause 59 Nominated Sub-contractors.

Item

N

Clause 60 Monthly Statements, etc.

Item

P

Clause 61 Approval only by Maintenance Certificate.

Item

Q

Clause 62 Maintenance Certificate.

Item

R

Clause 63 Forfeiture, etc.

Item

Page 1/1/4

To Collection

Page/1/1/5

QR

-


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs


Clause 64 Urgent Repairs.

Item

B

Clause 65 War Clauses.

Item

C

Clause 66 Termination of the Contract by the Government Item

D

Clause 67 Settlement of Disputes.

Item

E

Clause 68 Services of Notices.

Item

F

Clause 69 Default of Government.

Item

G

Clause 70 No Escalation of prices

Item

H

Clause 71 Taxation, Customs Duty, etc.

Item

J

Clause 72 Constructional Plant, Temporary Works,etc

Item

K

Clause 73 Details to be Confidential.

Item

L

Clause 74 Bribery and Corruption.

Item

M

Clause 75 Boycott of Israel.

Item

N

Clause 76 Law to Apply.

Item

P

Clause 77 Air and Sea Transport to and from Doha.

Item

Q

Clause 78 Materials and equipment from Qatar or other CCASG countries

Item

Page 1/1/5

To Collection

Page/1/1/6

QR

-


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’d). SPECIFICATIONS The Specification is the Qatar Construction Specification (QCS) issued by the Ministry of Industry and Public Works, State of Qatar and as extended or amended herein.

Allow for compliance with all obligations and liabilities in accordance with the following General Clauses of Section 1 QCS

A

Scope.

Item

B

Compliance with QCS.

Item

C

Materials and Components.

Item

D

National Standards.

Item

E

Proprietary Articles and Systems.

Item

F

Materials from AGCC Countries.

Item

G

Ordering Materials.

Item

H

Dimensions.

Item

J

Samples and Sample Panels.

Item

K

Tests.

Item

L

Delivery and Storage of Materials.

Item

M

Handling.

Item

Page 1/1/6

To Collection

Page/1/1/7

QR

20,000.00

20,000.00


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’d). Specification (Cont’d) A

Protection.

Item

B

Plant, Tools.

Item

C

Temporary Works and Equipment.

Item

D

Safety, Health and Welfare of Work People.

Item

E

Accidents.

Item

F

Contractor’s Supervision.

Item

G

Skilled C rafts men.

Item

H

Watching and Lighting.

Item

J

T respass and Nuisance.

Item

K

T emporary Ro ads.

Item

L

Maintenance of Roads.

Item

M

Police Regulations.

Item

N

Lighting and Power.

Item

P

Water Supply.

Item

Q

Contractor’s Temporary Buildings.

Item

350,000.00

R

Project Dossier and other documents required by QREIC/QP on Formats/ Standards to be submitted as per Engineer's Site Instructions

Item

20,000.00

QR

370,000.00

Page 1/1/7

To Collection

Page/1/1/8


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs


Fire Precautions.

Item

B

Measuring and recording equipment

Item

C

Temporary Bench-Marks.

Item

D

Temporary Site Hoardings, Fans, Screens, etc.

Item

30,000.00

E

Name Boards and Advertising.

Item

6,000.00

F

Notices and Fees.

Item

G

Notices to Service Ministries and Departments.

Item

H

Use of English Language.

Item

J

All Communications to be in Writing.

Item

K

Site Diary.

Item

5,000.00

L

Contractor’s Progress Report.

Item

14,000.00

M

Programme.

Item

N

Other Contractor’s Access.

Item

P

Use of the Site.

Item

Q

Cleaning the Works.

Item

R

Existing Services

Item

S

Traffic Management System.

Item

20,000.00

QR

75,000.00

Page 1/1/8

To Collection

Page/1/1/9


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’d). Specification (Cont’d) Allow for compliance with all obligations and liabilities in accordance with the following Clauses of Section 6 (Roadworks) of the QCS A

1.01 Definition

Item

B

1.02 Special Requirements of Government Authorities

Item

C

1.03 Testing and facilities

Item

D

1.04 Earth works by others

Item

E

1.05 Fill materials supplies by others

Item

F

1.06 Inclement weather

Item

G

1.07 Traffic Control

Item

H

1.08 Temporary Diversion Ways

Item

J

1.09 Protection of Existing Road Surfaces

Item

K

1.10 Access to Properties

Item

L

1.11 Traffic Safety

Item

Page 1/1/9

To Collection

Page/1/1/10

QR

-


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’d). Specification (Cont’d) Allow for compliance with all obligations and liabilities in accordance with the following Clauses of Section 20 (Sewerage) of the QCS A

1.01 General

Item

B

1.02 Standard, Codes and Regulations

Item

C

1.03 Climates

Item

D

1.04 Contractors Detailed Drawings

Item

E

1.05 R ecord Drawing

Item

F

1.06 Site Photographs

Item

G

1.07 Positions of Works

Item

H

1.08 Site Information

Item

J

1.09 Co-ordination at site

Item

K

1.10 Attendence

Item

L

1.11 Facilities for other contractors

Item

M

1.12 Method of working

Item

N

1.13 Compensation for Damage to Property

Item

P

1.14 Inspection of works

Item

Q

1.15 Site for Additional Accommodation

Item

Page 1/1/10

To Collection

Page/1/1/11

QR

-


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs


1.16 Site in private Lands

Item

B

1.17 Site in Roads

Item

C

1.18 Clos ing of Roads

Item

D

1.19 Working in Sewers

Item

E

1.20 Protection of Finishes and Equipment

Item

F

1.21 Test for Water Tightness of the

Item

G

1.22 Materials Generally

Item

H

1.23 Engineers Representative

Item

Allow for compliance with all further obligations and liabilities in accordance with the following revised and/or additional clauses of the Project Specification J

1.01 Location and description of site

Item

K

1.02 Description of works

Item

L

1.03 Drawings

Item

M

1.04 Works reasonably inferred

Item

N

1.05 Provision of items for use by the Engineer or Engineers Representative

Item

1.06 Material from AGCC States

Item

P

Page 1/1/11

To Collection

Page/1/1/12

QR

40,000.00

40,000.00


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’d). Specification (Cont’d)

A

1.07 As-built Record and Survey Drawings

Item

B

1.08 National Standerds

Item

C

1.09 Sample and Sample Panels

Item

D

1.10 Temporary Roads

Item

E

1.11 Delivery and Storage of Materials

Item

F

1.12 Protection

Item

G

1.13 Contractors Temporary Buildings

Item

H

1.18 Measuring and Recording Equipment

Item

J

1.19 Temporary Site Hoardings, Fans, Screen etc.

Item

K

1.20 Name boards and advertising

Item

L

1.21 Contractors Progress Report

Item

M

1.22 Programme and Computer

Item

N

1.24 Cleaning the works

Item

P

1.25 Drawing to be provided by the Contractor

Item

Q

1.26 Site Administration

Item

20,000.00

QR

20,000.00

Page 1/1/12

To Collection

Page/1/1/13


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs


1.27 Statutory and other Obligation

Item

B

1.28 Protection of Properties and Services

Item

C

1.29 Setting out and Accuracy

Item

D

1.30 Defective Works

Item

E

1.31 Concurrent works

Item

F

1.32 Completion

Item

G

1.33 health and Safety

Item

H

1.34 Operation and Maintenance Manuals

Item

J

1.35 Contractor designed elements of the works

Item

In addition to the foregoing thee Contractor shall allow foor compliance with all obligations andd liabilities in accordance with amendments to the Qatar Construction Specifications as indicated in the Project Specification H

Progress and photographs

Aerial

Item

25,000.00

J

As-built record and survey drawings and survey data in accordance with the project Specification

Item

20,000.00

site

photographs

including

K

Allow for compliance with all other obligations and liabilities in accordance with the Project Specification

Item

L

Allow for Co-ordination with Government, Service, Utility Departments, Kahramaa etc.

Item

M

Road Closures and Traffic Diversion

Item

Page 1/1/13

To Collection

Page/1/1/14

QR

45,000.00


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’ d). Specification (Cont’d) A

Site Specific Geo-technical Requirements

Item

B

As B uilt Drawing

Item

C

Digital Data

Item

D

Data Delivery

Item

E

Testing of Material

Item

F

Welfare of Workmen

Item

ENGINEERS SITE FACILITIES

Allow for following Engineers Site Facilities fo r the duration of the Contract ass detailed in Clause 1.14, 1.15, 1.16, 1.17, 1.23 etc. of the Project Specification G

Office Type 2 for the Engineers as described in Clause 1.15 (A, B, C, D, E & F)

Item

300,000.00

H

Provision for Telephone and fax as described in Clause 1.16 (A, B & C)

Item

70,000.00

J

Provision for Vehicles as described in Clause 1.17

Item

70,000.00

K

Provision for office stationaries and consumable

Item

30,000.00

L

Provision fo r C omputers , Laser Printer, Softwear, UPS Back up Power supply; all as described in Clause 1.23 and to the approval of the Engineer

Item

70,000.00

QR

540,000.00

Page 1/1/14

To Collection

Page/1/1/15


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’d). CLEANING THE WORKS Remove rubbish and debris from time to time as it accumulates and at completion or as may be directed and keep the site clean and tidy at all times

Item

Clean both internally and externally the whole of the works, Immediately prior to handling over suitable for occupancy

Item

OTHER TERMS

Allow for the all other items indispensably necessary for the complition of the works, for which special provision is required and which are not covered elsewhere in the documents whether arising from the class of work, Specification or Condition of Contrac or any other matter whatsoever. Anything not so seperately described to be included in the prices inserted in the Bill of Quantities

Page 1/1/15

To Collection

Page/1/1/16

Item

QR

-


VALUATION NO. 21


Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs


The Contractor shall describe and price below the items necessary for the full and proper Completion of the Works as described in the Specifications or shown on the Drawings and for which either expressed or implied provision is required and which are not covered by either the items or the rates in the Bills of Quantities and whether arising from the class of work, Conditions of Contract or any other matter whatsoever. Anything not so separately described shall be deemed to be covered in the items and rates inserted in the Bills of Quantities.

(i)

Item

(ii)

Item

(iii)

Item

(iv)

Item

(v)

Item

Page 1/1/16

To Collection

Page/1/1/17

QR

-


VALUATION NO. 21


Item

Description Qty

Page 1/1/17

Unit

Rate Qr

Amount Qr Dhs

Page No. 1/1/1

1,100,000.00

Page No. 1/1/2

1,830,000.00

Page No. 1/1/3

-

Page No. 1/1/4

-

Page No. 1/1/5

-

Page No. 1/1/6

20,000.00

Page No. 1/1/7

370,000.00

Page No. 1/1/8

75,000.00

Page No. 1/1/9

-

Page No. 1/1/10

-

Page No. 1/1/11

40,000.00

Page No. 1/1/12

20,000.00

Page No. 1/1/13

45,000.00

Page No. 1/1/14

540,000.00

Page No. 1/1/15

-

Page No. 1/1/16

-

TOTAL FOR PRELIMINARIES

Page/1/1/18

4,040,000.00

CONTRACTOR: SHANNON TRADING CONTRACTING

DUKHAN HOUSING PROJECT, PHASE V- PACKAGE 1

BREAKDOWN OF ACCOMPLISHMENT

INTERIM VALUATION NO. 21 (MARCH 2007)

Description

Item #

Qty

Unit

Rate

Amount QR

129 31

m3 m3

21.00 23.00

2,709.00 713.00

96 64

m3 m3

7.00 12.00

672.00 768.00

44

m3

20.00

880.00

374

m2

5.00

1,870.00

BILL NO.2/3 EXCAVATION Note. The Substructure has been measured in accordings with the enigeneers drawings whih show the minimum excavation depth required to reach a safe bearing capacity of 210KN/m2 Should a grater depth of excavation be required to reach a sutable bearing capacity, the deferance is to be made up by using mass concrete and all additional excavation, concrete filling and other accociated costs will be deemed to be included in the rates and prices for substructure work

BQ 2/ 3/ BQ 2/ 3/

1/ 1/

BQ 2/ 3/ BQ 2/ 3/

1/ 1/

BQ 2/ 3/

1/

BQ 2/ 3/

1/

Excavating A Pits; not exceeding 1.50m deep B Trenches; not exceeding 1.50m deep Disposal Selected excavated material in backfilling C around foundations D Remove surplus excavated material from site Filling Filling in layers with imported fill material in E make u levels Anti termite treatment Anti termite treatment as per specifications for slabs on grade,below grade,foundations,service pipe penetrations and vertical faces of F foundations

EXCAVATION & EARTHWORK To summary

7,612.00

Page 19 of 125

BILL NO 02: BUILDING BLOCKS





Description

Item #

Qty

Unit

Rate

Amount QR

479

m2

34.00

16,286.00

28 14 36 4

m3 m3 m3 m3

426.00 426.00 426.00 426.00

11,928.00 5,964.00 15,336.00 1,704.00

1,081 289 3,696 170

kg kg kg kg

3.00 3.00 3.00 3.00

3,243.00 867.00 11,088.00 510.00

BILL NO.2/5 5 CONCRETE WORK

BQ 2/ 5/

1/

A

BQ BQ BQ BQ

1/ 1/ 1/ 1/

B C D E

SUBSTRUCTURE INSITU CONCRETE Plain insitu concrete;SRC 15 CONCRETE;Grade 15N/mm2;palin with Gabro a re ate Blinding bed,75mm thick ; 50 mm thick insitu concrete,ordinary portaland c ement;grade 30N/mm2;reinforced with gabro aggregate and micro silica. Isolated foundations Ground beams Beds Isolated columns

F G H J

REINFORCEMENT High yeild steel bars 10mm diameter 12mm diameter 16mm diameter 20mm diameter

BQ BQ BQ BQ

2/ 2/ 2/ 2/

2/ 2/ 2/ 2/

5/ 5/ 5/ 5/

5/ 5/ 5/ 5/

1/ 1/ 1/ 1/

To Collection

66,926.00

Page 20 of 125






Description

Item #

BQ 2/ 5/

2/

Polypropylene fibre micro reinforcement for grade slab concrete A Grade slab FORM WORK FOR INSITU CONCRETE Temporary formwork to produce basic finish to

BQ 2/ 5/ BQ 2/ 5/ BQ 2/ 5/

2/ 2/ 2/

B Isolated foundations C Ground beams D Isolated columns

BQ 2/ 5/

2/

BQ 2/ 5/

2/

JOINTS IN INSITU CONCRETE Formed isolation joints;bitumen impregnated fibre board filler E 12mm thick Concealed joint sealant(Flexcell);to F Isolation joints;12mm wide

Qty

Unit

Rate

54

m3

20.00

1,080.00

77 122 36

m2 m2 m2

31.00 31.00 31.00

2,387.00 3,782.00 1,116.00

14

m2

14.00

196.00

142

m

7.00

994.00

9,555.00

To Collection DAMP-PROOF MEMBRANES AND COATINGS Bituthene 8000HC damp proof membrane to horizontal concrete surfaces Bituthene 8000HC damp proof membrane to vertical concrete surfaces 3mm "Servi-pack" protection to face of damp proof membrane 40mm cement and sand screeded bed laid on horizontal or sloping damp proof membrane

BQ 2/ 5/

3 A

BQ 2/ 5/

3 B

BQ 2/ 5/

3 C

BQ 2/ 5/

3 D

BQ 2/ 5/

allow for providing necessary proprietary fillet 3 E as s ecified.

Amount QR

542

m2

21.00

11,382.00

373

m2

21.00

7,833.00

398

m2

21.00

8,358.00

447

m2

13.00

5,811.00

324

m2

3.00

972.00

58

m2

52.00

3,016.00

SUNDRIES Hollow concrete blocks filled solid with concrete grade SRC 20 and bedded and jointed

BQ 2/ 5/

3 F 200mm walls

To Collection

37,372.00

Page 21 of 125






Description

Item #

BQ 2/ 5/

4/

A

BQ BQ BQ BQ BQ

5/ 5/ 5/ 5/ 5/

4/ 4/ 4/ 4/ 4/

B C D E F

BQ 2/ 5/

4/

G

2/ 2/ 2/ 2/ 2/

SUPERSTRUCTURE Insitu concrete; OPC concrete grade 30N/mm2; lain with Gabro a re ate Plinth Insitu concrete; OPC grade30N/mm2; reinforced with Gabro aggregate Isolated columns Slabs Beams Arches stairs Additional concrete quantity for sunken slab and beam(Contractor shall provide detail design)

Qty

Unit

Rate

Amount QR

2

m3

380.00

760.00

19 96 49 2 6

m3 m3 m3 m3 m3

380.00 380.00 380.00 380.00 380.00

7,220.00 36,480.00 18,620.00 760.00 2,280.00

5

m3

380.00

1,900.00

65

m2

85.00

5,525.00

Additional form concrete quantity as specified in the drawing and specification for first floor toilets and kitchen sunken slabs;200mm thick; BQ 2/ 5/

4/

H

73,545.00

To Collection

BQ BQ BQ BQ

2/ 2/ 2/ 2/

5/ 5/ 5/ 5/

BQ 2/ 5/

5 5 5 5

A B C D

REINFORCEMENT High yield steel bars 10mm diameter 12mm diameter 16mm diameter 20mm diameter Additional bars in various diameter(for sunken

5 E

1,347 3,778 3,153

kg kg kg kg

3.00 3.00 3.00 3.00

32,391.00 4,041.00 11,334.00 9,459.00

450

kg

3.00

1,350.00

649 9 2 2 502 10 216 5 10 4

m2 m2 m2 m2 m2 m2 m2 m2 m2 m2

31.00 31.00 31.00 31.00 31.00 31.00 31.00 31.00 31.00 31.00

20,119.00 279.00 62.00 62.00 15,562.00 310.00 6,696.00 155.00 310.00 124.00

10,797

FORM WORK FOR INSITU CONCRETE Temporary formwork to produce basic finish to

BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ

2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/

5/ 5/ 5/ 5/ 5/ 5/ 5/ 5/ 5/ 5/

5 5 5 5 5 5 5 5 5 5

F G H J K L M P Q R

Soffits of slabs Soffits of slabs;sloping Soffits of arch Edge of slabs Sides and soffit of beams Sides of arch Isolated columns Risers Upstands Edges of plinths

To Collection

102,254.00

Page 22 of 125






Description

Item #

BQ BQ BQ BQ

2/ 2/ 2/ 2/

5/ 5/ 5/ 5/

6 6 6 6

A B C D

PRECAST CONCRETE Precast concrete, grade 30N/mm2; including moulds; reinforcement & bedding in mortar with Gabro aggregate Lintels; 100x200mm Lintels; 200x300mm Lintels; 200x400mm Sills;200x2000mm REINFORCED PRE CAST CONCRETE GRADE 700PC Hollowcore precast suspended slab,150 mm thick overall as specified;including reinforcenet and associated building works as necessary

Qty

Unit

Rate

Amount QR

196 15 4 91

m m m m

16.00 48.00 64.00 32.00

3,136.00 720.00 256.00 2,912.00

BQ 2/ 5/

6 E

8

m2

115.00

920.00

BQ 2/ 5/

SUNDRIES Allow for additional amount for epoxy coating of all high yeild reinforcent bars used in works 6 F both for superstructure.(Provisional)

1

item

4,313.00

4,313.00

To Collection

12,257.00

COLLECTION

Page BQ2/5/1 Page BQ2/5/2 Page BQ2/5/3 Page BQ2/5/4 Page BQ2/5/5 Page BQ2/5/6R1

66,926.00 9,555.00 37,372.00 73,545.00 102,254.00 12,257.00

CONCRETE WORK To Summary

301,909.00

Page 23 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

59 723

m2 m2

48.00 48.00

2,832.00 34,704.00

468 135

m2 m2

51.00 51.00

23,868.00 6,885.00

1

item

863.00

863.00

BILL NO.2/6 BLOCK WORK

BQ 2/ 6/ BQ 2/ 6/

1/ 1/

A B

BQ 2/ 6/ BQ 2/ 6/

1/ 1/

C D

BQ 2/ 6/

1/

E

Hollow concrete blocks bedded and joined in class 2 mortar 150mm walls 200mm walls Solid concrete blocks bedded and joined in class2 mortar 100mm walls 150mm walls PROTECTION Allow for protection all the work in this section

BLOCK WORK To Summary

69,152.00

Page 24 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

360 134

m2 m

23.00 3.00

8,280.00 402.00

360

m2

24.00

8,640.00

134

m

10.00

1,340.00

134

lm

10.00

1,340.00

BILL NO.2/7 ROOFING

BQ 2/ 7/ BQ 2/ 7/

1/ 1/

BQ 2/ 7/

1/

BQ 2/ 7/

1/

BQ 2/ 7/

1/

ROOF SCREEDS Cement-sand screed on con. Roof,laid to falls and cross falls 1:100 A Average 70mm thick B 40 x 40 mm cant fillet BITUMINOUS ROOF COVERING Single layer polymer modified bituminous sheet roofing fully "torch-on" bonded to screed roof

C Covering on trowelled beds laid to falls Skirting 350mm girth;one end dressed over angle fillet,other end dressed into and including25X20 groove sealed with UV resistant D a roved sealant Single layer polymer modified bituminous sheet roofing fully "torch-on" with mineral finish bonded to screeded roof Skirting 350mm girth;one end dressed over angle fillet,other end dressed into and including25X20 groove sealed with UV resistant E a roved sealant

20,002.00

To Collection INSULATION AND PROTECTION Extruded polystyrene closed cell insulation board laid on roof covering with rebated edges

BQ 2/ 7/

2/

BQ 2/ 7/

2/

BQ 2/ 7/

2/

BQ 2/ 7/

2/

BQ 2/ 7/ BQ 2/ 7/

2/ 2/

50mmthick,laid loose with tight,stagered joints A on water roofin membrane Permeable filter membrane as specified B To roof laid on insulation Ultra violet protectin :to C Roofs precast concrete tile paving,loosely laid D 500X500X40 mm,to roofs Protective covering;ballast;to E Roofs;50mm thick F Roofs 100mm thick

To Collection

360

m2

16.00

5,760.00

360

m2

3.00

1,080.00

1

m2

10.00

10.00

25

m2

42.00

1,050.00

345 1

m2 m2

13.00 21.00

4,485.00 21.00

12,406.00

Page 25 of 125






Description

Item #

BQ 2/ 7/

3/

BQ 2/ 7/ BQ 2/ 7/

3/ 3/

ACCESSORIES & SUNDRY ITEMS FOR COVERINGS Accessories; aluminium alloy A Strainer; 250x250 mm Accessories; galvanized steel Reglet, 20x20 mm dovetail section with backing B code and sealant C Rainwater spout; 75mm diameter

Qty

Unit

Rate

Amount QR

1

No

50.00

50.00

1 3

m No

40.00 150.00

40.00 450.00

PROTECTION Allow for protection all the work in this section

BQ 2/ 7/

3/

D

1

item

575.00

575.00

BQ 2/ 7/

3/

TESTING E Water test the work in this section

1

item

575.00

575.00

To Collection

1,690.00

COLLECTION

Page BQ2/7/1 Page BQ2/7/2 Page BQ2/7/3

20,002.00 12,406.00 1,690.00

ROOFING To Summary

34,098.00

Page 26 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

18 12 4 1

No No No No

597.00 464.00 497.00 266.00

10,746.00 5,568.00 1,988.00 266.00

BQ 2/ 8/

Hardwood panelled doors;45mm thick;finished with clear polyurethene varnish finish incluing bottom brush inserts 1 E Type D, 1300x2100mm

4

No

1,971.00

7,884.00

BQ 2/ 8/

Wood flush doors;45mm thick;one hour fire rated;plywood facedand hardwood lipping for aintin 1 F Type D2;800x21000mm one hour fire rated

8

No

603.00

4,824.00

6

No

778.00

4,668.00

BILL NO.2/8 8.CARPENTRY, JOINERY & IRON MONGERY

BQ BQ BQ BQ

2/ 2/ 2/ 2/

8/ 8/ 8/ 8/

1 1 1 1

A B C D

DOORS Wood flush doors, 45mm thick,with plywood facings and hardwood lipping for painting;as drg.1129-3059 and specified Type D1;900x2100 mm TypeD3;700x2100 mm Type D3a;700X2100 mm,with undercut TypeD4;700x2100 mm

Shaft access door;including frame,beading,ironmongery complete as deatailed in drawing no;3059-002 and specified BQ 2/ 8/

1 G Door size;600X1200mm

To Collection

35,944.00

Page 27 of 125






Description

Item #

BQ 2/ 8/

2/

BQ 2/ 8/

2/

BQ 2/ 8/

2/

BQ 2/ 8/

2/

BQ 2/ 8/

2/

BQ 2/ 8/

2/

BQ 2/ 8/

2/

Wood flush doors;30mm thick,with plywood facings and hard wood lipping for painting;aluminium ventilators at top and bottom of leaves(300X300mm) complete withiron mon er . A Electrical cupboard;1500X2530 Doors frames;meranti for clear finish;as B Type A;45X230mm Door frames;meranti for painting;as specified C Type C;45X130mm Door frames;meranti for fire rated doors;including intumescent strips and softwood subframes;as specified D Type C;45X130mm Window airconditiner frames;preservative treated softwood E 25X235 Architraves;meranti for painting F 20X50 Architraves;meranti for clean finish G 20X50mm

To Collection

Qty

Unit

Rate

Amount QR

1

No

1,533.00

1,533.00

22

m

77.00

1,694.00

176

m

62.00

10,912.00

40

m

62.00

2,480.00

60

m

20.00

1,200.00

442

m

11.00

4,862.00

44

m

11.00

484.00

23,165.00

Page 28 of 125






Description

Item #

BQ 2/ 8/

3/

BQ 2/ 8/

3/

BQ BQ BQ BQ BQ

8/ 8/ 8/ 8/ 8/

3/ 3/ 3/ 3/ 3/

BQ 2/ 8/ BQ 2/ 8/

3/ 3/

BQ 2/ 8/ BQ 2/ 8/ BQ 2/ 8/

3/ 3/ 3/

2/ 2/ 2/ 2/ 2/

SUNDRIES Wood furring,6mm plywood fixed to meranti support ,to A Closets Perimeter trim to suspended ceilings;meranti for painting;plugged and screwed to block work

B 10X30mm IRON MONGERY Ironmongery;from an approved manufacture,fixed in accordance with manufacture's recommendation;all as specified and to the a roval of the En ineer C Door lock sets complete D Hinges E Flush bolts F Door closer,non hold open G Eye hole niewer Flat No;etched brass shet with QO logo;size H 250X120X30mm J Door stops Lever action flush bolt with dust excluding K sockets L Coat hooks M Master key schedule

To Collection

Qty

Unit

Rate

Amount QR

7

No

51.00

357.00

144

m

10.00

1,440.00

47 153 4 12 4

No No No No No

383.00 22.00 55.00 164.00 27.00

18,001.00 3,366.00 220.00 1,968.00 108.00

4 52

No No

164.00 22.00

656.00 1,144.00

4 48 1

No No item

164.00 33.00 274.00

656.00 1,584.00 274.00

29,774.00

Page 29 of 125






Description

Item #

BQ 2/ 8/

Red meranti hardwood profiled railing fixed to metal balustrades complete including clear varnish finish 4 A 80X50mm Railing

Qty

Unit

Rate

Amount QR

11

m

66.00

726.00

8 4

No No

2,190.00 2,957.00

17,520.00 11,828.00

46 6 2

No No No

219.00 241.00 274.00

10,074.00 1,446.00 548.00

1

Item

274.00

274.00

CLOSETS Closets; comprising 19mm thick painted plywood base and soffit lining on softwood battens,and 19mm thick flush doors;complete with all ironmongery,drawers and adjustable shelves as specified

BQ 2/ 8/ BQ 2/ 8/

BQ 2/ 8/ BQ 2/ 8/ BQ 2/ 8/

4 B 1290X3100X600 mm deep 4 C 1800X3100X600mm deep Woodenpelmet with 2 No.aluminiumcurtain rail made of 18mm thick ply with 4mm thick teak veneer including hardwood lipping,stained varnish finish,fixing and nylon string with roller and wall bracket 4 D 150X150X130mm long 4 E 150X150X1900mm long 4 F 150X150X3200mm long PROTECTION Allow for protecting all the work in this section

BQ 2/ 8/

4 G

To Collection

42,416.00

COLLECTION

Page BQ2/8/1 Page BQ2/8/2 Page BQ2/8/3 Page BQ2/8/4 CARPENTRY,JOINERY & IRONMONGERY To Summary

35,944.00 23,165.00 29,774.00 42,416.00

131,299.00

Page 30 of 125






Description

Item #

BQ 2/ 10/ BQ 2/ 10/

BQ 2/ 10/

BILL NO.2/10 METAL WORK WINDOWS, DOORS & THE LIKE Aluminium alloy windows;(matt, powder coated finish); includinf fixing, bedding, pointing,glazing gaskets and beads and ironmongery and sliding fly screen on inner face (excluding glass, measured in GLAZING); as Window Type W1; horizontally sliding sashes; 1 A 900 x 1200 mm window/Ventilator Type V1; bottom projected 1 B hung ; 800 x 800 mm Window/ Ventilator Type V1a; bottom projected hung window with translucent glass ; 1 C 800 x 800 mm

Qty

Unit

Rate

Amount QR

29

No

1,314.00

38,106.00

4

No

717.00

2,868.00

8

No

717.00

5,736.00

Alluminium alloy screens and doors; matt, powder coated finish; including fixings, bedding, pointing, glazing gaskets and beads and ironmongery, (excluding glass, measured in GLAZING); as Dr 1129-3059 Type AD1, 3250 x 2630 mm;with pair of floor closer pivoted swing/ hold open with and fixed side and top panels, weather sealed with aluminium floor threshold and bottom brush insert and 2no. Vinyl film warning decals. BQ 2/ 10/

1 D

1

No

6,688.00

6,688.00

BQ 2/ 10/

Type AD2,2200 x 1525 mm double door with 1 E sand trap louvers

4

No

5,016.00

20,064.00

To Collection

73,462.00

Page 31 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

5 7

m m

288.00 316.00

1,440.00 2,212.00

1 1

No No

1,610.00 575.00

1,610.00 575.00

4 4 4 4 4

No No No No No

4,005.00 2,015.00 2,045.00 1,205.00 1,510.00

16,020.00 8,060.00 8,180.00 4,820.00 6,040.00

4

No

462.00

1,848.00

4

No

840.00

3,360.00

HANDRAILS AND BALUSTRADES

BQ 2/ 10/ 2/ BQ 2/ 10/ 2/

Steel tubular balustrade and wooden railing measured elsewhere as Drg. 1129-3063 A Balustrade 1085 mm high, level B Balustrade 1085 mm high, raking LADDERS Steel access ladders; including fixing brackets; as s ecified

BQ 2/ 10/ 2/ BQ 2/ 10/ 2/

C 400 mm wide, 7000 mm high D 400 mm wide, 2400 mm high KITCHEN & LAUNDRY CABINET UNITS

19mm thick blockboard with plastic laminate finish on both faces, drawers on metal slides, adjustable shelves and 20mm thick granite top with granite back splash, ironmongery complete, to dimensions and details indicated on drawings

BQ BQ BQ BQ BQ

2/ 2/ 2/ 2/ 2/

10/ 10/ 10/ 10/ 10/

2/ 2/ 2/ 2/ 2/

BQ 2/ 10/ 2/ BQ 2/ 10/ 2/

E F G H J

Counter cabinets 3000 x 900 high Counter cabinets 1300 x 900 high Counter cabinets 1600 long x 900 high Counter cabinets 500 long x 2150 high Counter cabinets 2000 long x 600 high Counter cabinets open type 350 long x 800 high K Counter cabinets open type 480 longx 900 high L

To Collection

54,165.00

Page 32 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

Wall cabinets open type(corner)700x800 type(corner)700x800 high A B wall cabinet 900 long x 800 high C Wall cabinet 2400 long x 800 high D Counter cabinets 1900 x 900 high(laundry)

4 4 4 4

No No No No

515.00 730.00 1,925.00 2,645.00

2,060.00 2,920.00 7,700.00 10,580.00

SINAGE Sinage at the entrance of building block number, 300 x 200 mm x 3mm thick stainless steel plate finished with embossed marking Engineer 3 E a r ov oval

1

No

300.00

300.00

Prefabricated kitchen counters, comprising 19mm thick blockboard with plastic laminate finish on both faces, drawers on metal slides, adjustable shelves and 20mm thick granite back splash, ironmonrery complete, to dimensions and details indicated on drawing-(Cont'd)

BQ BQ BQ BQ

2/ 2/ 2/ 2/

10/ 10/ 10/ 10/

BQ 2/ 10/

3 3 3 3

To Collection

23,560.00

COLLECTION Page 2/10/1 Page 2/10/2 Page 2/10/3

73,462.00 54,165.00 23,560.00

METAL WORK To Summary

151,187.00

Page 33 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

4

No

4,200.00

16,800.00

20 56

m m

22.00 30.00

440.00 1,680.00

15 105 10 22

m m No No

35.00 39.00 35.00 54.00

525.00 4,095.00 350.00 1,188.00

BILL NO. 2/11 PLUMBING AND DRAINAGE 11.14 PUMPS Horizontal,in-line centrifugal pump,304 stainleaa steel casing,stainless steel impeller,stainless steel shaft,carbon shaft seal and T.E.F.C electric motor and controlls complete with suction and delivery manifolds,expansion vessel,gauges and factory wired controll panel;connection to cold water suction and delivery pipework

BQ 2/ 11/ 1/

A Lift pump;duty 1.00 LPSA at 2.50 bar head 11:2 WASTE DISPOSAL AND DRAINAGE

11:21 SANITARY DRAINAGE AND VENT SYSTEM uPVC pipes and fittings to BS 5255 with solvent welded joints;including fittings;nominal bore

BQ 2/ 11/ 1/ BQ 2/ 11/ 1/

BQ BQ BQ BQ

2/ 2/ 2/ 2/

11/ 11/ 11/ 11/

1/ 1/ 1/ 1/

B 32mm C 50mm

D E F G

uPVC pipes and fittings to BS 4514 for above ground pipes with elastomeric sealing rings;nominal bore 75mm 110mm Extra for bend Extra for junction

To Collection

25,078.00

Page 34 of 125






Description

Item #

BQ 2/ 11/ BQ 2/ 11/

2 2

BQ BQ BQ BQ BQ BQ BQ BQ

11/ 11/ 11/ 11/ 11/ 11/ 11/ 11/

2 2 2 2 2 2 2 2

BQ 2/ 11/

2

BQ 2/ 11/

2

BQ 2/ 11/

2

2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/

uPVC pipes and fittings to BS 4514 for above ground pipes with elastomeric sealing rings;nominal bore-(Cont'd) A Extra for connection to floor gully B Extra for connection to WC and bidet uPVC pipes and fittings to BS 4660 for below ground pipes ;nominal bore C 75mm D Extra for bend E 110mm F Extra for bend G Extra for junction H Extra for connection to floor gully J Extra for connection to floor clean out K Extra Extra for connection to Wc and bidet Floor drains uPVC body with integral seepage pan,clamping collar and adjustable head strainer bod L type FG Floor clean out on PVC pipes with 178mmX178mm square frame with anchor lugs and cover plate M Type FCO;110mm Cast iron grease interceptor complete with heavy duty cover,galvanized steel sediment bucket,baffles,connection vent etc. N Grease interceptor ,size 600X600mm

To Collection

Qty

Unit

Rate

Amount QR

10 8

No No

65.00 70.00

650.00 560.00

12 2 204 16 20 11 6 8

m No m No No No No No

35.00 36.00 39.00 35.00 54.00 65.00 70.00 70.00

420.00 72.00 7,956.00 560.00 1,080.00 715.00 420.00 560.00

21

No

325.00

6,825.00

6

No

425.00

2,550.00

2

No

2,500.00

5,000.00

27,368.00

Page 35 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

BQ 2/ 11/ 3/

Rodding eye as specified A Type RE;to 110mm pipe

4

No

425.00

1,700.00

BQ 2/ 11/ 3/ BQ 2/ 11/ 3/

Vent cowls,uPVC type slotted cap for sol vent welding;key terrain 150 or approved e ual,nominal bore B 75mm C 110mm

2 10

No No

45.00 50.00

90.00 500.00

25 3

m No

35.00 36.00

875.00 108.00

3

No

375.00

1,125.00

8 4

No No

836.00 627.00

6,688.00 2,508.00

BQ 2/ 11/ 3/ BQ 2/ 11/ 3/

BQ 2/ 11/ 3/

11.22 RAIN WATER DRAINAGE uPVC pipes and fittings to BS 4514 for above ground pipes with elestomeric sealing rin s;nominal bore D 75mm E Extra for bends Roof drains,uPVC large sump,elevated dome

F Type RD-1 nominal bore 80mm 11.24 PLUMBING FIXTURES

BQ 2/ 11/ 3/ BQ 2/ 11/ 3/

Sanitary fittings as specified complete with all traps and waste fittings and water mixers;include for connections to water and waste services;sealing all around with solicone mastic. G Wash basins size 680;ref.SW1 H Wash basins size 680;Ref SW2

To Collection

13,594.00

Page 36 of 125






Description

Item #

BQ 2/ 11/ BQ 2/ 11/ BQ 2/ 11/

4 A 4 B 4 C

BQ 2/ 11/

4 D

BQ 2/ 11/

4 E

BQ BQ BQ BQ BQ BQ

4 4 4 4 4 4

2/ 2/ 2/ 2/ 2/ 2/

11/ 11/ 11/ 11/ 11/ 11/

F G H J K L

Sanitary fittings as specified complete with all traps and waste fittings and water mixers;include for connections to water and waste services;sealing all around with solicone mastic. Water closets;Ref.SW3 Bidets;ref.SW4 Viterous china shelf;Ref SWA1 Viterous china recessed soap holder size150mm;Ref.SWA3 Viterous china recessed soap holder size300mm;Ref.SWA4 Viterous china towel rail brackets with acrylic rail;Ref.SWA5 Tooth brush holder with shelf;Ref.SWA6 Towel ring ;Ref SWA7 Toilet roll holder with she lf;Ref.SWA8 Pernial spary trigger type;Ref.SWA9 Curtail rail with shower curtain Bath tubs with shower (4 way mixer);ref.SW5

Qty

Unit

Rate

Amount QR

12 8 12

No No No

831.00 575.00 78.00

9,972.00 4,600.00 936.00

12

No

63.00

756.00

8

No

105.00

840.00

16 8 4 12 12 8

No No No No No No

63.00 63.00 52.00 63.00 131.00 209.00

1,008.00 504.00 208.00 756.00 1,572.00 1,672.00

BQ 2/ 11/ BQ 2/ 11/

4 M 4 N Kitchen sinks with swivel nozzle mixer

8 4

No No

941.00 523.00

7,528.00 2,092.00

BQ 2/ 11/

Plumbing Fixtures-(Cont'd) 4 P Laundry sinks;ref.SW6

4

No

941.00

3,764.00

To Collection

36,208.00

Page 37 of 125






Description

Item #

Qty

Unit

12

No

125.00

1,500.00

BQ 2/ 11/ BQ 2/ 11/ BQ 2/ 11/

11.31 DOMESTIC AND POTABLE COLD WATER Domestic cold water half hard drawn copper pipe and fittings to Bs 2871 Table X or approved equal including alla fittings and accessories,nominal bore fixed to concrete masonr 5 B 15mm 5 C 22mm 5 D 28mm

195 38 99

m m m

30.00 35.00 45.00

5,850.00 1,330.00 4,455.00

BQ 2/ 11/ BQ 2/ 11/ BQ 2/ 11/

Domestic cold water half hard drawn copper pipe and fittings to Bs 2871 Table X or approved equal including all fittings and accessories,nominal bore fixed to concrete masonr 5 E 35mm 5 F 42mm 5 G 54mm

45 53 29

m m m

59.00 95.00 125.00

2,655.00 5,035.00 3,625.00

BQ 2/ 11/

Miscellaneuos fixtures and fittings 15mm diameter X300mm long inlet pipe;chrome plated with chrome plated 5 A escutcheon late;for W.C cistern

Rate

Amount QR

11.3 LIQUIDS SUPPLY

To Collection

24,450.00

Page 38 of 125






Description

Item #

BQ 2/ 11/

Domestic cold water half hard drawn copper pipe and fittings to Bs 2871 Table X or approved equal including all fittings and accessories,nominal bore 6 A 28mm Cross link polyethelene(XLPE) pipe-in-pipe system to DIN 16892/93 as manufactured by JRG gunzenhauser,Germany or similar aproved;embedded in concrete/screded floor or concealed in walls 6 B 16mm diamter pipes including fittings

BQ 2/ 11/ BQ 2/ 11/ BQ 2/ 11/

Cold water system istribution boxes complete with access doors and frames as detailed on drawings 1129-1002-001; concealed fixing to walls includin all associated builers works Distribution box suitable for 4 No.branch 6 C connections 6 D Ditto suitable for 3 No. branch connections 6 E Ditto suitable for 2 No. branch connections

BQ 2/ 11/

To Collection

Qty

Unit

Rate

Amount QR

28

m

55.00

1,540.00

257

m

38.00

9,766.00

4 8 8

No No No

375.00 325.00 275.00

1,500.00 2,600.00 2,200.00

17,606.00

Page 39 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

GRP cold water storage tanks as specified complete with hinged access cover;including low/high level interlock swiches and associated cabling including connections to local outlets;complete with air vent with insect guard,combained drain/overflow witrh insect guard as specified;allow foe connections to cold water supply and dischrge pipe work;installed on prepared bases BQ 2/ 11/ BQ 2/ 11/

7 A Roof water storage tanks;450 US gallons 7 B Ground water storage tank;4000 US gallons

4 1

No No

1,800.00 12,000.00

7,200.00 12,000.00

BQ 2/ 11/

Gate valve to BS 5154,nominal bore 7 C 28mm

6

No

56.00

336.00

BQ 2/ 11/

Calibrated water meter to Kahra maa approval,with cabinet as specified,connecting to pipeworks Meter ;connecting to the disribution line of ach 7 D individual flat

4

No

1,825.00

7,300.00

Isolating valve and the like complete as specified with screwed ends; jointing to copper i eworks 15mm 22mm 28mm 35mm 42m

12 31 10 9 6

No No No No No

36.00 54.00 60.00 70.00 105.00

432.00 1,674.00 600.00 630.00 630.00

BQ BQ BQ BQ BQ

2/ 2/ 2/ 2/ 2/

11/ 11/ 11/ 11/ 11/

7R1E 7R1F 7R1G 7R1H 7R1J

To Collection

30,802.00

Page 40 of 125






Description

Item #

Qty

Unit

Isolating valve and the like complete as specified with screwed ends;jointing to copper pipe works 54mm 22mm non-return valve 28mm non-return valve 16mm valve installed in distribution boxes

5 2 4 52

No No No No

165.00 40.00 60.00 48.00

825.00 80.00 240.00 2,496.00

BQ 2/ 11/

Flexible connections;seemless bronze tubing with annular corrugations coverd with high tensile bronze braid suitable for 1030 Kpa cold water workin ressure 8 E Flexible connections to 28mm pipe works

4

No

175.00

700.00

BQ 2/ 11/

Stainers;Y-type ,bronze body,1030Kpa steam working pressure rating ,with 20 mesh steel screen,screwed cap and 15mm diameter tappe dhole for blowdown valve 8 F Stainers;screed to 28mm diameter

4

No

90.00

360.00

53

m

60.00

3,180.00

BQ BQ BQ BQ

2/ 2/ 2/ 2/

11/ 11/ 11/ 11/

8 8 8 8

A B C D

Rate

Amount QR

PIPEWORKS INSULATION

BQ 2/ 11/

Preformed rigid sectional glass fibre insulation (density 96 Kg/m3) fixed with approved adhesive and joints sealed as specified;wrapped with canvas cloth(density 200g/m2) and sealed with two voats of weathrproof compound to external pipe works. 50mm thick insulation to 42 mm diameter 8 G pipework

To Collection

7,881.00

Page 41 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

46 123 34 28

m m m m

42.00 30.00 27.00 25.00

1,932.00 3,690.00 918.00 700.00

4

No

910.00

3,640.00

178 35 40 28

m m m m

30.00 35.00 45.00 59.00

5,340.00 1,225.00 1,800.00 1,652.00

Preformed rigid sectional glass fibre insulation (density 96 Kg/m3) fixed with approved adhesive and joints sealed as specified;wrapped with canvas cloth(density 200g/m2) and sealed with two voats of weathrproof compound to external pipe works. BQ BQ BQ BQ

2/ 2/ 2/ 2/

11/ 11/ 11/ 11/

9 9 9 9

A B C D

Ditto;to 35mm diameter pipework. Ditto;to 28mm diameter pipework. Ditto;to 28 mm diameter pipework. Ditto;to 15 mm diameter pipework.

BQ 2/ 11/

KITCHEN WATER FILTERS Undersink type including dedicated tap/faucet outlet,fixing brackets,flexible tubing and connections to 15 mm diameter water supply 9 E i e 11.32 DOMESTIC HOT WATER Half hard drawn copper pipe and fitting to BS 2871 table X or approved equal including all fittings and accessories nominal bore

BQ BQ BQ BQ

9 9 9 9

2/ 2/ 2/ 2/

11/ 11/ 11/ 11/

F G H J

15mm 22mm 28mm 35mm

To Collection

20,897.00

Page 42 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

203

m

38.00

7,714.00

8 4 8

No No No

325.00 275.00 110.00

2,600.00 1,100.00 880.00

2 10 4

No No No

36.00 54.00 70.00

72.00 540.00 280.00

40

No

48.00

1,920.00

Cross link polyethelene(XLPE) pipe-in-pipe system to DIN 16892/93 as manufactured by JRG gunzenhauser,Germany or similar aproved;embedded in concrete/screded floor or concealed in walls

BQ 2/ 11/ 10 A 16mm diameter pipes including fittings Hot water system distribution boxes comete with access doors and frames as deatailed on drawing 1129-1002001 ;concealed fixing to walls including all associated builders works

Distribution box suitable for 3 No branch BQ 2/ 11/ 10 B connections BQ 2/ 11/ 10 C Ditto suitable for 2 No branch connections BQ 2/ 11/ 10 D Ditto suitable for 1 No branch connections

Isolating valve and the like complete as specified with screwed ends;jointing to copper pipeworks BQ 2/ 11/ 10 E 15mm BQ 2/ 11/ 10 F 22mm BQ 2/ 11/ 10 G 35mm

16mm valve installed in distribution BQ 2/ 11/ 10 H boxes(measured seperately)

To Collection

15,106.00

Page 43 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

28 40 35 178

m m m m

42.00 30.00 27.00 25.00

1,176.00 1,200.00 945.00 4,450.00

Electric water heater, thermal storage,high preassure,horizondal type,floor mounted,cylindrical type with inlet and outlet connections and comprising inner water container, outer casing and end covers,thermostat, electric immersion heater and ceilin mountin brackets BQ 2/ 11/ 11 E Water heater; 200 liters, 6.00 KW

4

No

4,000.00

16,000.00

Single booster pump set comprising 1 No pump,integral preasure vessel,valves,gauges factory wired control panels and preasure switches etc; BQ 2/ 11/ 11 F Booster pump;duty 1.5 L/S @ 2 bar

4

No

4,500.00

18,000.00

PIPEWORKS INSULATION Performed rigid section glass fiber insulation(density 96 Kg/m3) fixed with aproved adhesive and joints sealed as specified;wraped with two coats of weatherproof compound; clad with 0.60 mm thick aluminium sheets to hot water pipeworks.

BQ BQ BQ BQ

2/ 2/ 2/ 2/

11/ 11/ 11/ 11/

11 11 11 11

A B C D

25mm Thick insulation to 35 mm diameter pipework. Ditto; to 28 mm Diameter pipework Ditto; to 22 mm Diameter pipework Ditto; to 15 mm Diameter pipework

To Collection

41,771.00

Page 44 of 125






Description

Item #

Qty

Unit

4

Set

5,000.00

20,000.00

4 4

No No

375.00 295.00

1,500.00 1,180.00

Excavating trenches for pipes not exceeding 200 mm diameter and not exceeding 1.50 m total depth including grading bottom, earth work suports, part backfilling with selected fill material,compacting and removal of surplus excavated material from site BQ 2/ 11/ 12 D Trenches,average 750 mm deep

57

m

29.00

1,653.00

Granular material as specified. Beds and surrounds ; 150 mm thick to 1 No.160 BQ 2/ 11/ 12 E mm diameter pipe.

57

m

14.00

798.00

uPVC pipes and fittings to BS 4660 for bellow round i es; nominal bore BQ 2/ 11/ 12 F 160 mm Diameter pipes.

57

m

46.00

2,622.00

Horizontal, in-line centrifugel pump.(duty/standby); 304 stainless steel casing,stainless steel impeller,stainless steel shaft, carbon shaft seal and T.E.F.C electric motor and controls complete with suction and delivery manifolds,gauges and factory wired control panel; connection to hot water suction and deliver i ework. H.W Recirulating pump ; duty 0.10 LPS at 2.00 BQ 2/ 11/ 12 A bar head

Rate

Amount QR

11.41 FIRE FIGHTING EQUIPMENT

BQ 2/ 11/ 12 B Portable fire extinguishers, Type FE-1 BQ 2/ 11/ 12 C Fire blankets, Type FB SANITARY DRAINAGE OUTSIDE THE BUILDING (WITHIN THE PLOT CARTILEDGE)

To Collection

27,753.00

Page 45 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

2

No

1,500.00

3,000.00

3

No

1,600.00

4,800.00

1

No

2,500.00

2,500.00

MANHOLES, SOAKWAYS AND THE LIKE FOR SEWER DRAINAGE SYSTEM

Manhole Type A installed complete with SRC 25 insitu concrete base and block wall as shown on drawings, including blinding, waterproofing, benching,channels and prepared openings for pipe connections; allow for excavation, disposal etc. and builder's works. Manholes with medium duty double seal recessed type ductile iron covers and frames to BS 497 ; internal size 750 x 600 mm and upto BQ 2/ 11/ 13 A 250 - 500 mm depth to invert level Manholes with medium duty double seal recessed type ductile iron covers and frames to BS 497 ; internal size 750 x 600 mm and upto BQ 2/ 11/ 13 B 500 -750 mm depth to invert level Manholes with medium duty double seal recessed type ductile iron covers and frames to BS 497 ; internal size 1500 x 600 mm and upto BQ 2/ 11/ 13 C 250 -500 mm depth to invert level

To Collection

10,300.00

Page 46 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

1

Item

1,150.00

1,150.00

1

Item

1,150.00

1,150.00

1

Item

1,150.00

1,150.00

1

Item

1,150.00

1,150.00

1

Item

2,300.00

2,300.00

1

item

1,150.00

1,150.00

11:9 OTHER WORK IN CONNECTION WITH PLUMBING 11:9 BUILDERS WORK

In connection with plumbing installations include for the followin Holes and chases in walls and floors for pipes and making good finishes and scaling water BQ 2/ 11/ 14 A proofing etc. arround pipes Building in brackets and the like and making BQ 2/ 11/ 14 B good finish Bases, suports, timber trim, sleeves and recesses in the structure for all equipment, including making good finishes, covering bases with waterproof roof sheeting where applicable and BQ 2/ 11/ 14 C providing flashings and sealing. 11.92 ELECTRICAL WORK Include all electrical work in connection with BQ 2/ 11/ 14 D plumbing installation SUNDRIES TO PLUMBING AND

Allow for the following BQ 2/ 11/ 14 E Testing and commissioning PROTECTION

Allow for protecting all the work in this section BQ 2/ 11/ 14 F

To Collection

8,050.00

Page 47 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

COLLECTION

Page 2/11/1 page 2/11/2 page 2/11/3 page 2/11/4 page 2/11/5 page 2/11/6 page 2/11/7 page 2/11/8 page 2/11/9 page 2/11/10 page 2/11/11 page 2/11/12 page 2/11/13R1 page 2/11/14R1 page 2/11/15 PLUMBING AND DRAINAGE To Summary

25,078.00 27,368.00 13,594.00 36,208.00 24,450.00 17,606.00 30,802.00 7,881.00 20,897.00 15,106.00 41,771.00 27,753.00 10,300.00 8,050.00

306,864.00

Page 48 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

BQ 2/ 12/

Condensate pipe work PVC pipes and fittings to BS 5255 with solvent welded joints; normal bore 1 A 25 mm

240

M

26.00

6,240.00

BQ 2/ 12/

12:21 DUCT WORK Galvanized steel ductwork to ASTM A526-71 minimum zinc coated 351 g/m2, jointed and suported as detailed on Drawings and as s ecified Low velocity 1 B 250 x 125 mm

20

M

105.00

2,100.00

BILL NO.5/12 VENTILATION AND AIRCONDITIONING 12:12 PIPE WORK

8,340.00

To Collection

12:43 AIR HANDLING EQUIPMENT 12:43.1 EXHAUST FANS

Cabinet fan, centifugal blower wheel in an accoustically insulated blower housing, ceiling or duct mounted complete with permenently lubricated motor, removable decorative grille, ceiling diffusers,flexible ducts and vibration eliminator BQ 2/ 12

2 A Type EF-01, 77 lps, 0.50 KW

16

No

1,307.00

20,912.00

BQ 2/ 12

2 B Type EF-02, 1253 lps, 0.20 KW

4

No

2,614.00

10,456.00

Page 49 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

24

No

1,150.00

27,600.00

2

No

1,307.00

2,614.00

1

Item

2,091.00

2,091.00

12:43.2 AIR-CONDITIONING UNITS

Window Type through-the-wall airconditioning unit comprising expansion cooling, condensor,compressor,evaporator,condenser fan,washable filters etc. ; mounted on robust chasing BQ 2/ 12 BQ 2/ 12

Type AC-01, nominal cooling capacity 5.30 2 C KW, air flow 215 lps Type AC-02, nominal cooling capacity 7.04 2 D KW, air flow 300 lps 12:91 BUILDER'S WORK

Include for builder's work all work in connection with Ventilation work such as holes, openinings for window A/C units, chases in walls and floors for pipes and making good finishes and sealing waterproofing, etc. BQ 2/ 12

2 E

To Collection

63,673.00

Page 50 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

1

Item

523.00

523.00

1

Item

261.00

261.00

1

Item

261.00

261.00

12:92 ELECTRICAL WORK

BQ 2/ 12/

Include all electrical work in connection with Ventilation works from electrical outlet to the 3 A e ui ment SUNDRIES TO VENTILATION AND AIR CONDITIONING

Allow for the following: BQ 2/ 12/

3 B Testing and c ommissioning PROTECTION

Allow for protecting all the work in this section BQ 2/ 12/

3 C

To Collection

1,045.00

COLLECTION

page 2/12/1 page 2/12/2 page 2/12/3

8,340.00 63,673.00 1,045.00

VENTILATION AND AIRCONDITIONING To Summary

73,058.00

Page 51 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

1

No

10,500.00

10,500.00

2 1

No No

4,360.00 2,800.00

8,720.00 2,800.00

2

No

4,360.00

8,720.00

BILL NO.2/13 13. ELECTRICAL INSTALLATION 13.16 DISTIBUTION, SUBDISTRIBUTION AND FINAL BRANCH CIRCUIT PANEL

BQ 2/ 13/ 1/

Disribution Panels in dust and vermin proof enclosure, including busbars, main incoming and outgoing moulded case interupter/circuit breakers, instrumentation, earthing, fixing bracket and all nessecery provisions for incoming and outgoing cable terminations Sub-main switch board, 6-way TP & N MCCB type including 400 amp TP & N busbars 400 amp TP incoming MCCB, 4 No. TP 80 amp, 1 No. SP 40 A outgoing MCCB with 1-no. 80 amp A TP and 2 nos. 40 amp SP spare breakers Lighting/power panelboards in dust and vermin proof enclosure, complete with busbars, incoming MCCB with ou tgoing MCB's, ELCB's and spare MCB's as shown on Drwg.1129-4053 sheet 001, including connection, fixing accessories, earthing etc.

BQ 2/ 13/ 1/ BQ 2/ 13/ 1/ BQ 2/ 13/ 1/

10 ways TPN Distibution Board, Ref.DB-1& 2 B C 12 ways SPN Distibution Board, Ref.DB-C 10 ways TPN Distibution Board, Ref.DB-1& 3 D &4

To Collection

30,740.00

Page 52 of 125






Description

Item #

BQ 2/ 13/ 2/

BQ 2/ 13/ 2/

13.17 WIRES,FEEDERS AND RELATED ACCESSORIES 600/1000 volts, cooper conductors, XLPE/SWA/PVC single wires armoured, installed in metal trunking or on cablle tray and clipped to wall or in PVC duct incoming fixing, termination, sleeves, conduits etc (cable tray & trunkin excluded) 4c x 25 mm 2 XLPE/SWA/PVC + 1 X 16 mm 2 PVC/ECC cables serving DB-1,2,3 &4 from A SMB 2c x 10 mm 2 XLPE/SWA/PVC + 1 X 16 mm 2 PVC/ECC cables serving DB-1,2,3 &4 from B SMB

Qty

Unit

Rate

Amount QR

1

Item

2,400.00

2,400.00

1

Item

250.00

250.00

13.18 CONDUITS, WIRES, SUPPORTING SYSTEMS AND RELATED ACCESSORIES

Galvanized steel trunking complete including bends,tees and all other accessories BQ 2/ 13/ 2/

C 150 mm x 150 mm

8

m

50.00

400.00

BQ 2/ 13/ 2/

BONDING Complete bonding to trunking, water heaters & D pumps to earth

1

Item

500.00

500.00

1

item

2,500.00

2,500.00

13.19 EARTHING SYSTEM (EXTERNAL)

BQ 2/ 13/ 2/

Earthing system(TN-S) ,completely installed including earth electrodes,earth pits,excavation,test links,clips,conduits,fittings,builers work in connection and all related accessories E Complete earthing system

To Collection

6,050.00

Page 53 of 125






Description

Item #

BQ 2/ 13/

3 A

BQ 2/ 13/

3 B

BQ 2/ 13/

3 C

BQ 2/ 13/

3 D

BQ 2/ 13/

3 E

BQ 2/ 13/

3 F

13.31 GENERAL LIGHTING INSTALLATION Fluorescent lighting fixtures as described in Drwg.1129-4054,completely installed,including lamps and ballasts ,feeding circuit,conduits and wirng accessories from panelboards to fixtures and between fixtures. Type A;2X36W fluoroscent luminaire,protected to IP-40 Type B;2X36W fluoroscent luminaire,protected to IP-65 Type C;2X36W fluoroscent luminaire,protected to IP-65 Type D;1X18W fluoroscent luminaire,protected to IP-44 Type F;1X70W bulheaded wall mounted luminaire Type H;2X26W WTC-D lamp G24 d3 cap recesses circular luminaire

Qty

Unit

Rate

Amount QR

66

No

280.00

18,480.00

4

No

300.00

1,200.00

8

No

1,160.00

9,280.00

12

No

280.00

3,360.00

1

No

440.00

440.00

20

No

300.00

6,000.00

Supply to a designated store packed spare material 5% of total lighting fixture quantity minimum one no.for each lighting type(provisional) BQ 2/ 13/

3 G

1

item

1,750.00

1,750.00

BQ 2/ 13/

Calibrated electric meter to Kahra maa approval inKW/HR rating;fixed to wooden backing on concrete/blockwall complete with all connections,wiring,conduiting,trunking etc.as specified Meter;suited for individuals flat and common 3 H area

5

No

450.00

2,250.00

To Collection

42,760.00

Page 54 of 125






Description

Item #

BQ 2/ 13/

Qty

Unit

Rate

1

Item

17,640.00

17,640.00

General lighting switch,one way ,one gang General lighting switch,one way ,two gang General lighting switch,one way ,three gang General lighting switch,two way ,one gang General lighting switch,two way ,two gang General lighting switch,two way ,three gang

22 4 12 10 24 1

No No No No No No

20.00 25.00 32.00 22.00 28.00 36.00

440.00 100.00 384.00 220.00 672.00 36.00

Socket outlet completely installed,including boxes,plates ,conduits,conduit boxes,feeding circuits from panel boards to outlets and between outlets,earthing ,fixings and accessories. 4 H 13 amp switched socket outlet-twin 4 J 13 amp switched socket outlet-single 4 K Ditto;weathrproof

36 73 1

No No No

130.00 110.00 200.00

4,680.00 8,030.00 200.00

Allow for obtaining white card from Kahra maa,including liason with Kahra maa,including 4 A an statuator fee. 13.41 WIRING DEVICES, DISCONNECTORS AND LV DISTRIBUTION TRANSFORMER

Amount QR

Lighting switches,completely installed including boxes,plates conduits,conduit boxes and wirng to lighting fixtures/exhaust fan,or from switch(S20) to panel boards,earthings ,fixings and accessories

BQ BQ BQ BQ BQ BQ

2/ 2/ 2/ 2/ 2/ 2/

13/ 13/ 13/ 13/ 13/ 13/

BQ 2/ 13/ BQ 2/ 13/ BQ 2/ 13/

4 4 4 4 4 4

B C D E F G

To Collection

32,402.00

Page 55 of 125






Description

Item #

BQ BQ BQ BQ BQ

2/ 2/ 2/ 2/ 2/

13/ 13/ 13/ 13/ 13/

5/ 5/ 5/ 5/ 5/

A C D E F

BQ 2/ 13/ 5/ BQ 2/ 13/ 5/ BQ 2/ 13/ 5/

G H J

Switch and outlets pertaining to equipments and controll gear,completely installed,including conduits,wiring from outlets to the swich or to the outlets to t panelboards and between outlets,earthing,fixing and accessories. 45 amp flex outlets for A/C units Ditto;for handwashr dryer Ditto;washing machine 20amp DP switch for A/C units Ditto;for dish washer 45 amp cooker controll unit complete with DP switch and flex outlet 13 amp/5 amp switched spur unit 13 amp/5 amp unswitched spur unit

Qty

Unit

Rate

Amount QR

26 4 4 26 4

No No No No No

45.00 45.00 45.00 35.00 35.00

1,170.00 180.00 180.00 910.00 140.00

4 8 4

No No No

210.00 120.00 120.00

840.00 960.00 480.00

Isolator,complete as specified including support

1

No

200.00

200.00

BQ 2/ 13/ 5/

15 amp DP isolators,weatherproof for K TV,swiched box L 20 amp DP isolators,weathrproof for pumps

16

No

225.00

3,600.00

BQ 2/ 13/ 5/

32 amp DP isolators,weathrproof for central M water heater

4

No

300.00

1,200.00

BQ 2/ 13/ 5/

To Collection

9,860.00

Page 56 of 125






Description

Item #

Qty

Unit

BQ 2/ 13/

Single phase circuits to feed exhaust fans including wiring,conduiting from exhaust fan to the nearest lighting fitting of the lighting circuit,earth and related accessories 6 A 205 mm2 in bathroom

16

No

110.00

1,760.00

BQ 2/ 13/

Single phase circuits to feed exhaust fans including wiring,conduiting from exhaust fan to the nearest outlet of the RM-socket circuit,earth and related accessories. 6 B 4.0 mm2 in kitchen

4

No

140.00

560.00

4

No

250.00

1,000.00

4

No

40.00

160.00

1

No

350.00

350.00

1

No

450.00

450.00

2

No

350.00

700.00

BQ 2/ 13/

BQ 2/ 13/

Door entrance system,including door bell push button and chime Chime;including conduits,power supply,fittings,fixings ,wiring,earthing and 6 C termination accessories. Door push-button including conduit,conduit box,wiring to chime,fixings and termination 6 D accessories

Rate

Amount QR

13.61 TELEPHONE INSTALLATION

BQ 2/ 13/

BQ 2/ 13/

BQ 2/ 13/

Telephone outlet boxes and junction boxes including conduits and draw wires(as shown on drawin s) Recess mounted service box 300X300mm 6 E including termination module Main telephone junction box 400X400X100mmTJB/M-G including termination module 6 F Secondary telephone junction box 300X300X100mm-TJB/G1 and G2 including 6 G termination module

To Collection

4,980.00

Page 57 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

2

No

250.00

500.00

BQ 2/ 13/

Telephone outlet boxes and junction boxes including conduits and draw wires(as shown on drawing) Ditto; 150X150X100mm -TJB/M-F1 and F2 7 A including termination module Outlet boxes including cover plate matching 7 B with other electrical wirin accessories

18

No

125.00

2,250.00

BQ 2/ 13/

Telephone wiring 4 pair/CAT5e telephone cable through 25mm 7 C dia.Rigid PVC conduits

1

Item

4,500.00

4,500.00

4

No

250.00

1,000.00

BQ 2/ 13/

13.84 TELEVISION SYSTEM

TV outlets boxes including cover plate to match wiring accessories and junction boxes,conduits and draw wires from TV outlets to TV junction boxes(as shown on drawings)

1

No

275.00

275.00

BQ 2/ 13/

TV control boxes;300X300X100mm including 7 D splitter TV switcher box with weatherproof 7 E enclosure,protected to IP-54 TV outlet box including cover plate matching 7 F with other electrical wiring accessories

18

No

125.00

2,250.00

BQ 2/ 13/

Coaxial cable through 25mm dia rigid PVC 7 G conduits

1

Item

4,500.00

4,500.00

BQ 2/ 13/ BQ 2/ 13/

FIRE ALARM SYSTEM 7 H Stand alone smoke detector 7 J Stand alone heat detector

8 4

No No

250.00 250.00

2,000.00 1,000.00

BQ 2/ 13/ BQ 2/ 13/

To Collection

18,275.00

Page 58 of 125






Description

Item #

BQ 2/ 13/

8

BQ 2/ 13/

8

BQ 2/ 13/

8

BQ 2/ 13/

8

SUNDRIES IN CONNECTION WITH ALL ELECTRICAL INSTALLATION Allow for testing and commissioning the installations as work proceeds and on A com letion as detailed in s ecification Allow for providing and submitting the required number of copies of maintenance and operation manuals as detailed in the specification. B Allow for preparing shop and construction drawings and providing the required number of copies of "as built"drawings a detailed in the C s ecification. Allow for marking the position and cutting or forming holes,mortises chases and the like in any surface and making good all work disturbed D

Qty

Unit

Rate

Amount QR

1

Item

500.00

500.00

1

Item

200.00

200.00

1

Item

200.00

200.00

1

Item

300.00

300.00

8

m

75.00

600.00

8

m

75.00

600.00

13.91 BUILDER'S WORK Cable duct bank at 600mm deep with heavy gauge PVC conduit and concrete encasement for

BQ 2/ 13/ BQ 2/ 13/

1X50 mm diameter PVC duct(for telephone 8 E incoming cable) 1X150mm diameter PVC duct(for power 8 F incoming cable)

To Collection

2,400.00

Page 59 of 125






Description

Item #

BQ BQ BQ BQ

2/ 2/ 2/ 2/

13/ 13/ 13/ 13/

9 9 9 9

A B C D

Cutting away for and making good after the electrical works Lighting point including lighting switch point Socket outlet point outlet point Equipment and control gear point

Qty

Unit

Rate

Amount QR

1 1 1 1

Item Item Item Item

345.00 345.00 345.00 345.00

345.00 345.00 345.00 345.00

1

Item

345.00

345.00

PROTECTION Allow for protecting all the work in this section

BQ 2/ 13/

9 E

To Collection

1,725.00

COLLECTION

Page BQ 2/13/1 Page BQ 2/13/2 Page BQ 2/13/3 Page BQ 2/13/4 Page BQ 2/13/5 Page BQ 2/13/6 Page BQ 2/13/7 Page BQ 2/13/8 Page BQ 2/13/9 ELECTRICAL INSTALLATION To Summary

30,740.00 6,050.00 42,760.00 32,402.00 9,860.00 4,980.00 18,275.00 2,400.00 1,725.00

149,192.00

Page 60 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

1,547 845 518 12

m2 m2 m2 m2

26.00 26.00 13.00 13.00

40,222.00 21,970.00 6,734.00 156.00

344

m2

26.00

8,944.00

79 95

m2 m2

13.00 13.00

1,027.00 1,235.00

10 44 465 65

m2 m2 m2 m2

10.00 13.00 16.00 19.00

100.00 572.00 7,440.00 1,235.00

BILL NO.2/14 FINISHINGS PLASTER AND RENDERING

BQ BQ BQ BQ

2/ 2/ 2/ 2/

1/ 1/ 1/ 1/

A B C D

BQ 2/ 14/ 1/

E

BQ 2/ 14/ 1/ BQ 2/ 14/ 1/

F G

BQ BQ BQ BQ

H J K L

2/ 2/ 2/ 2/

14/ 14/ 14/ 14/

14/ 14/ 14/ 14/

1/ 1/ 1/ 1/

Cement sand plaster,including all stainless steel accessories and polypropylene fibre micro reinforcement finish in two coats with steel trowel Walls & Columns, 15mm thick, internal Walls & Columns, 20mm thick, external Ceilings;15mm thick;internal Ceilings;15mm thick;sloping;internal Cement-sand plaster;to receive wall tiles;to Walls, 15mm thick Cement-sand plaster above false ceiling;to Ceilings;15mm thick;internal Walls SCREEDS AND FLOOR TOPPINGS Cement-sand screeds,to receive grid finishes, to Floors, 40mm thick Floors, 50mm thick Floors, 63mm thick Floors, 75mm thick

To Collection

89,635.00

Page 61 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

7 5

m2 m2

8.00 10.00

56.00 50.00

44 5 46 29

m2 m2 m m

189.00 236.00 52.00 52.00

8,316.00 1,180.00 2,392.00 1,508.00

49 49

m m

167.00 58.00

8,183.00 2,842.00

18 24 4

m m m

81.00 115.00 196.00

1,458.00 2,760.00 784.00

1

item

1,610.00

1,610.00

1

Item

920.00

920.00

1

Item

575.00

575.00

Cement-sand screeds,to receive grid finishes BQ 2/ 14/ BQ 2/ 14/

2 A Treads, 20mm thick 2 B Risers, 40mm thick RIGID TILE AND SLAB FINSIHES

BQ BQ BQ BQ

2/ 2/ 2/ 2/

14/ 14/ 14/ 14/

2 2 2 2

C D E F

BQ 2/ 14/ BQ 2/ 14/

2 G 2 H

BQ 2/ 14/ BQ 2/ 14/ BQ 2/ 14/

2 J 2 K 2 L

BQ 2/ 14/ BQ 2/ 14/ BQ 2/ 14/

Granite fixed with mortar including grouting joints with approved sealant to To floors, 20mm thick Landings;30mm thick Skirtings, 100 mm high,20mm thick Skirtings 80 mm high,20mm thick Stair treads,330X30mm,with projecting front ed e and non-sli nosin ;as s ecified Risers;115X20mm thick Strings;100mm average high;20mm thick;to profile of treads and risers;raking skirting 80mm hi hX20mm thick Saddle;Type A,130X30mm Saddle;Type A,230X30mm for door AD1

Supply to a designated store neatly packed spare material 5% of total tile quantity (for wall&floor) for 2 M each type (provisional) 5% of total quantity of natural stone of each 2 N type (provisional) 5% of total false ceiling tiles quantity for each 2 P type(provisional)

To Collection

32,634.00

Page 62 of 125






Description

Item #

BQ 2/ 14/ BQ 2/ 14/

Precast terrazo tiles in white portaland cement with marble chips 3 A Floor tiles, 200X200X30mm thick 3 B Skirtings, 100mm high

Qty

Unit

Rate

Amount QR

10 12

m2 m

39.00 14.00

390.00 168.00

137

m2

71.00

9,727.00

448

m2

83.00

37,184.00

476

m2

66.00

31,416.00

404

m

46.00

18,584.00

1

item

1,725.00

1,725.00

200X200X8mm non-slip ceramic tiles laid with adhesive on screeded bed(measured elsewhere);grouting joints with waterproof grout BQ 2/ 14/

3 B To floors 400X400X8mm non-slip Porcelain tiles laid with adhesive on screeded bed(measured elsewhere);grouting joints with waterproof grout

BQ 2/ 14/

3 C To floors 200X200X6mm glazed ceramic tiles laid with adhesive on rendered surface (measured elsewhere);grouting joints with waterproof grout

BQ 2/ 14/ 3R2D To walls 100mm high coved porcelain skirting to match BQ 2/ 14/ 3 E floor tiles

BQ 2/ 14/

Allow for following Allow for 200mm wide decorative floor tile and all around living room wall length and 3 F 1.2mX1.2m decorative tile attern at centre

To Collection

99,194.00

Page 63 of 125






Item #

Description

Qty

Unit

Rate

Amount QR

137

m2

115.00

15,755.00

SUSPENDED CEILINGS

BQ 2/ 14/

Suspended ceiling as specified;600X600mm &aluminium tiles with acoustic inlay,including edge trims laid in proprietary adjustable suspension system;allow for additional supports and hangers to accommodate services and associated fittin s. 4 A Horizontal ceilings

1

No

2,614.00

2,614.00

BQ 2/ 14/

GRC DECORATIVE SCREENS GRC decorative screens;including 2mm thick painted galvanized steel sheet drainboard with 25mm dia PVC pipe connected to nearest floor gully on all floor levels&fixing as per drawin s(PVC i e covered elsewhere) 4 A Flat screens;size 2090X2760 overall Projected screens;size 2090X1070 overall,605 4 B projection; including bottom screen

12

No

1,516.00

18,192.00

BQ 2/ 14/ BQ 2/ 14/

SUNDRY ITEMS FOR FINISHES 4mm think proprietary waterproof membrane torched to surface under floor finish and flashing;to 4 C to grade slab at ground floors 4 D to slabs at first floor

75 75

m2 m2

16.00 16.00

1,200.00 1,200.00

BQ 2/ 14/

Page 64 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

BQ 2/ 14/

Neoprene pads,as specified 4 E 120mm width,25mm thick

5

m2

19.00

95.00

BQ 2/ 14/

PROTECTION 4 F Allow for protecting all the work in this

1

Item

863.00

863.00

To Collection

39,919.00

COLLECTION

Page Page Page Page

BQ2/14/1 BQ2/14/2 BQ2/14/3 BQ2/14/4

FINISHINGS To Summary

89,635.00 32,634.00 99,194.00 39,919.00

261,382.00

Page 65 of 125






Description

Item #

Qty

Unit

BQ 2/ 15 1/ 1/

Double glaze unit overall 24mm thick comprising of 6mm thick clear float glass on inner face and 6mm solar refl ective glass on outer face and 12mm airspace in between A Glazing to metal Double glaze unit overall 24mm thick comprising of 6mm thick clear float glass on inner face and 6mm solar refl ective glass on outer face and 12mm airspace in between

38

m2

BQ 2/ 15 1/ 1/

B Glazing to metal

4

m2

Rate

Amount QR

BILL NO.2/15 15. GLAZING

GENERAL GLAZING

Single 8mm thick georgian wire reinforced glass BQ 2/ 15 1/ 1/

C Glazing to metal

6

m2

BQ 2/ 15 1/ 1/

MIRRORS 6mm polished plate glass silvered and copper backed mirrors,with 3mm 3mm chamfered edges;including edges;including fixing clips and hardboard ackin D Mirror size 400X600 mm

16

No

98.00

1,568.00

PROTECTION Allow for protecting all the work in this section

BQ 2/ 15 1/ 1/

E

item item Incl Includ uded ed GLAZING To Summary

1,568.00

Page 66 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

1,550 469

m2 m2

9.00 9.00

13,950.00 4,221.00

200

m2

10.00

2,000.00

95 44 79

m2 m2 m2

10.00 10.00 10.00

950.00 440.00 790.00

1

No

173.00

173.00

1 20 15

No m2 m

115.00 32.00 21.00

115.00 640.00 315.00

BILL NO.2/16 16. PAINTING & DECORATING

BQ 2/ 16/ 1/ BQ 2/ 16/ 1/

BQ 2/ 16/ 1/ BQ 2/ 16/ 1/ BQ 2/ 16/ 1/ BQ 2/ 16/ 1/

PAINTING Sealer and two coats acrylic/alkyd emulsion aint on lastered surface A Walls B Ceilings

Sealer and two coats alkyd oil paint on plastered surface C Walls Sealer and two coat oil paint above false ceiling D E ceilings F Soffit of slabs above false ceiling Two undercoats and one coat gloss finish alkyd oil aint on read rimed metal surface surface Surfaces of ladder,400mm wide,7000mm wide,7000mm high

BQ 2/ 16/ 1/

G Surfaces of ladder,400mm wide,2400mm wide,2400mm high

BQ 2/ 16/ 1/ BQ 2/ 16/ 1/ BQ 2/ 16/ 1/

H J General metal surfaces K Surfaces Surfaces of balustrade;1085 high

To Collection

23,594.00

Page 67 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

BQ 2/ 16/ 2/

Primer,two undercoats and one coat gloss alkyd oil paint on primed wood surfaces A General wood surfaces

183

m2

35.00

6,405.00

BQ 2/ 16/ 2/

Three coats clear polyurethene varnish on wood surfaces B General surfaces

22

m2

35.00

770.00

845

m2

18.00

15,210.00

1

Item

575.00

575.00

Textured surface coatings;to plaster BQ 2/ 16/ 2/

C Walls PROTECTION

Allow for protecting all the work in this section BQ 2/ 16/ 2/

D

22,960.00

To Collection

COLLECTION

BQ 2/ 17/ 1/

Page BQ2/16/1 Page BQ2/16/2

23,594.00 22,960.00

PAINTING & DECORATING To Summary

46,554.00

BILL NO.2/17 GENERAL MAINTENANCE AND REPAIR Allow for QR.25000.00(Qr.twenty five thousand only) for general repair and maintenance .This sum shall be used at discretion of A En ineer(Provisional)

1

Item

25,000.00

25,000.00

GENERAL MAINTENANCE AND REPAIR To Summary

25,000.00

Page 68 of 125






Description

Item #

Qty

Unit

Rate

Amount QR

BILL NO 2 SUMMARY

BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ BQ

2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/ 2/

3/ 5/ 6/ 7/ 8/ 10/ 11/ 12/ 13/ 14/ 15/ 16/ 17/

EXCAVATION AND EARTHWORKS CONCRETE WORKS BLOCK WORK ROOFING CARPENTRY,JOINERY & IRON MONGERY METAL WORK PLUMBING VENTILATING & AIR CONDITIONING ELECTRICAL INST ALLATION FINISHINGS GLAZING PAINTING AND DECORATING GENERAL MAINTENANCE

TOTAL BILL NO.2 BUILDING BLOCKS TO GENERAL SUMMARY TOTAL FOR 46 BUILDING BLOCKS

7,612.00 301,909.00 69,152.00 34,098.00 131,299.00 151,187.00 306,864.00 73,058.00 149,192.00 261,382.00 1,568.00 46,554.00 25,000.00

1,558,875.00

71,708,250.00

Page 69 of 125


DUKHAN HOUSING PROJECT PHASE V, PACKAGE -1 BILL NO- 03 BREAKDOWN OF ACCOMPLISHMENT

INTERIM VALUATION NO. 21


Item

Description Rate

Amount Qr Dhs

Qty

Unit

Single parking shades overall size 17000 x 6200 x 3000 mm height

16

No

36,363.00

581,808.00


18

No

24,385.00

438,930.00


8

No

12,406.00

99,248.00

BILL NO.3/1 SHADED CARPARKING Parking shades complete from an approved manufacturer as specified and indicatred on Drawing No. 1129-3019 Sheet 001 and the project specification, comprising structural steel support foundation frame furnish with one stripe coat prismatic on edges, corners and angels and one full coat prismatic and two coats of hardtop from 'JOTUN' or equal approved, and 0.05mm thick zinccalume pre painted corrugated sheet finshed on and including purlins, 2mm thick facia all around and 50mm thick 400mm hight countinous GRC band all aroun, and all associated builders including concrete form

A

B

C

Page 3/1/1R1

To Collection

Page 70 of 125

QR

1,119,986.00

DUKHAN HOUSING PROJECT PHASE V, PACKAGE - 1

CONTRACTOR: SHANNON TRADING


INTERIM VALUATION NO. 21 (MARCH 2007) Item #

BQ 4/ 1/ 1/ BQ 4/ 1/ 1/ BQ 4/ 1/ 1/ BQ 4/ 1/ 1/

BQ 4/ 1/ 1/

BQ 4/ 1/ 1/

Description

Qty

BILL NO.4/1 EXCAVATION AND EARTHWORKS Excavate foundation pit A Not exceeding 1.50m deep 9 B Trenches not exceeding 1.5 m deep 2 Filling C with selected excavated 4 D Approved imported fill material in 3 Disposal Remove surplus excavated E material from site 7 TERMITE CONTROL consists of chloropyris or linden Antitermite treatment;to all the places as specified in the project F specifications 1

Unit

Rate

m3 m3

21.00 21.00

189.00 42.00

m3 m3

7.00 20.00

28.00 60.00

m3

12.00

84.00

Item

230.00

230.00

EARTHWORKS TO SUMMARY

BQ 4/ 2/ 1/ BQ 4/ 2/ 1/

BQ BQ BQ BQ BQ

4/ 4/ 4/ 4/ 4/

2/ 2/ 2/ 2/ 2/

BILL NO.4/2 CONCRETE WORK IN SITU CONCRETE a n n-s tu concrete gra e OPC;grade 20N/mm2;plain with Gabro and microsilica A 50 mm blinding B 75 mm blinding

1/ 1/ 1/ 1/ 1/

C D E F G

BQ 4/ 2/ 1/ BQ 4/ 2/ 1/

H J

Plain in situ concrete grade 30 OPC;grade 30N/mm2;plain with Gabro and micro silica isolated foundations plinth Pedestal Plinth beam Grade slab Re-inforced in situ concrete grade 30 OPC Beams Columns

Amount QR

633.00

47 6

m2 m2

28.00 34.00

1,316.00 204.00

2 3 1 2 3

m3 m3 m3 m3 m3

426.00 426.00 426.00 426.00 426.00

852.00 1,278.00 426.00 852.00 1,278.00

2 2

m3 m3

380.00 380.00

760.00 760.00

Page 71 of 125

BILL NO : 04 - WATER TANK





BQ 4/ 2/ 1/

BQ 4/ 2/ 1/

Description REINFORCEMENT High yield steel bar reinforcement as specified K Bar reinforcement in various diame Polypropylene fibre micro reinforcement for grade slab L Grade slab

Rate

Unit

900

kg

3.00

2,700.00

6

m3

20.00

120.00

To Collection

BQ BQ BQ BQ BQ

4/ 4/ 4/ 4/ 4/

2/ 2/ 2/ 2/ 2/

2/ 2/ 2/ 2/ 2/

10,546.00

5 16 4 9 16

m2 m2 m2 m2 m2

31.00 31.00 31.00 31.00 31.00

155.00 496.00 124.00 279.00 496.00

2

m

32.00

64.00

BQ 4/ 2/ 2/ BQ 4/ 2/ 2/

Bituthene 8000 HC or equal and approved as specified G To surfaces of concrete (Horizontal H To surfaces of concrete (Vertical)

58 20

m2 m2

21.00 21.00

1,218.00 420.00

BQ 4/ 2/ 2/ BQ 4/ 2/ 2/

3 mm thick Servipack"protection board or similar approved J Set vertically K Set horizontally

20 4

m2 m2

21.00 21.00

420.00 84.00

BQ 4/ 2/ 2/

A B C D E

FORMWORK Sawn formwork foundations To vertical sides of plinth beams columns(pedestals) To vertical sides of columns To sides and soffits of beams

Amount QR

Qty

PRECAST/INSITU CONCRETE recast re n orce concrete gra e 30 OPC units,including reinforcement,bedded and jointed in mortar F Lintel;overall size 200X200 mm SUNDRIES

To Collection

3,756.00

Page 72 of 125






Description

Rate

Amount QR

Qty

Unit

3 26

m2 m

86.00 7.00

258.00 182.00

47

m2

13.00

611.00

46

m

3.00

138.00

1

Item

288.00

288.00

Expansion Joints 12 mm thick compressible and bituthene impregnated board as" SERVIPACK H C" or equal and approved,130 mm high,set vertically between concrete

BQ 4/ 2/ 3/ BQ 4/ 2/ 3/ BQ 4/ 2/ 3/ BQ 4/ 2/ 3/ BQ 4/ 2/ 3/

A 12mm "Korpak"filler set vertically i B 12X10mm Polysulphide sealant Cement and sand screed as s pecified C protective screeded bed;40mm thic Proprietary fillet as specified D Fillet;champer edge 25 mm Construction joints as specified E construction joints To collection

BQ 4/ 3/ 1/ BQ 4/ 3/ 1/

BQ 4/ 3/ 1/

BQ 4/ 3/ 1/

1,477.00

Collection page 4/2/1 page 4/2/2 page 4/2/3

10,546.00 3,756.00 1,477.00

CONCRETE WORK TO SUMMARY

15,779.00

BILL NO.4/3 BLOCKWORK Hollow concrete blockwork laid on cement sand mortar A 20 mm wall B concrete Solid concrete blockwork laid on cement sand mortar C 200 mm wall

BLOCKWORK TO SUMMARY

40 1

m2 Item

47.00 173.00

1,880.00 173.00

6

m2

52.00

312.00

2,365.00

Page 73 of 125






Description

Qty

Unit

Rate

Amount QR

1

No

3,036.00

3,036.00

2

No

115.00

230.00

BILL NO.4/4 METAL WORK

BQ 4/ 4/ 1/

BQ 4/ 4/ 1/

Hollow metal door with frame typeD,pull handles,3 no ball bearing ,hinges,locking facility,6 pin cylinder with escutucheon and gloss ironmongery as specified;fixing frames to concrete or blockwork and sealing all around with approved sealant A Door Type;MD1-size 1000X2200 50 mm rain water galavanized spout outlets as specified in drawing 1129-3036 B Water spouts METALWORKS TO SUMMARY

3,266.00

BILL NO 4/5 FINISHINGS IN-SITU FINISHINGS

BQ 4/ 5/ 1/

BQ 4/ 5/ 1/ BQ 4/ 5/ 1/ BQ 4/ 5/ 1/

20 mm cement and sand render(external quality)with steel trowelld finish including stainless stell accessories and fibres A To concrete or blockwork walls mm t c cement an san (1:4) screed mixed with floor hardner and dust proof compound from fosroc or equal approved and finished with approved epoxy paint to the approval of QP ENGINEER B thickness;laid on concrete base C To skirting;100 mm overall high Protection D Allow for protection in this section FINISHES TO SUMMARY

159

m2

26.00

4,134.00

19 26

m2 m2

100.00 12.00

1,900.00 312.00

1

Item

230.00

230.00 6,576.00

Page 74 of 125






Description

Qty

Unit

159

m2

Rate

Amount QR

BILL NO.4/6 PAINTING AND DECORATING

Prepare and apply acrylic emulsion paint system comprising one coat of primer sealer,two under coats and two finishings coats of solacrylic gloss(acrylic emulsion paint) paint by Hempel or similar approved as specified A To rendered walls(external)

BQ 4/ 6/ 1/

PAINTING AND DECORATING TO SUMMARY

16.00

2,544.00

2,544.00

SUMMARY 4/ 4/ 4/ 4/ 4/ 4/

1/ 2/ 3/ 4/ 5/ 6/

1 4 1 1 1 1

EXCAVATION AND EARTH WORKS CONCRETE WORK BLOCKWORK METAL WORK FINISHES PAINTING AND DECORATING

633.00 15,779.00 2,365.00 3,266.00 6,576.00 2,544.00

TOTAL BILL NO.4 WATER TANK YARD

31,163.00

TOTAL FOR 23 WATER TANK YARD

########

Page 75 of 125





Item

Description

Amount Qr Dhs

Qnty

Unit

7,900

m3

23.00

181,700.00

12,078

m2

81.00

978,318.00

Rate

BILL NO.5/1 HARDSCAPING AND FEATURES

A

Allow for additional imported filling,compaction in layers to finished level of all areas in accordance with ground modelling layout as details on Drawing No.1129-9010 sheet 001 CONCRETE PAVIOURS

200X100X60 mm coloured interlocking type precast concrete paviours set to patterns as shown on drawings and/or specified in specifications;laid on and including 100mm thick sand bed and 150mm thick over calss-B sub-base;grout with cement -sand mortar and com acted B

Pavement(interlock+sand bed+sub-base);laid on compacted fill

Page 5/1/1

To Collection

Page 76 of 125

QR

1,160,018.00




Item

Description

Amount Qr Dhs

Qnty

Unit

Grade slab for Volleyball Court;laid on 75mm thick screed over compacted fill Poles and sleeves for Volleyball Courts as specified

424

m2

173.00

73,352.00

1

No

5,750.00

5,750.00

C D

Extra for ground marking in reflective paint Extra for flexcel and construction joints as specified Hydraulically pressed precast concrete Grade SRC20 Garden Kerb as detail 1,Drawing No.11293547 sheet 001;bedding and jointing in Class 1 cement mortar bed on including mass concrete foundation;haunched both sides with dowel bars;including for blinding,waterproofing,excavation,disposal of surplus excavated materials from site etc.

1

Item Item

805.00

805.00

1

575.00

575.00

E

Kerbs;75X250 mm high;straight and

8,140

m

58.00

472,120.00

Rate

In-situ concrete grade with surface hardner and dust proof compound as detailed in Section-12,Drawing No.1129-3547 sheet-002,complete with reinforcement,concrete protection sheet and all associated civil works etc complete;all as specified and to the approval of t he Engineer A B

Page 5/1/2

To Collection

Page 77 of 125

QR

552,602.00




Item

Description Qnty

Unit

Rate

Amount Qr Dhs

LANDSCAPE,FURNITURE AND FEATURES

Seating bench,Type 1 as shown on drawing No.1129-3563 sheet 001;consists of profiled red meranti wooden slats out of 75X75 mm section fixed to 50X50X8mm rectangular hollow ection mild steel framing and supports ,including finishes to the steel and wooden surfaces as specified,base plate,fixing accessories,concrete foundation,waterproofing,formwork,excavation,disp osal etc.;all as specified and to the approval of the Engineer A

seating bench;size overall 1800X600X790mm high from finished level

16

no

3,726.00

59,616.00

B

Di tto;Cu rved

8

no

4,140.00

33,120.00

Page 5/1/3

To Collection

Page 78 of 125

QR

92,736.00




Item

Description

Amount Qr Dhs

Qnty

Unit

Rate

1

No

132,308.00

132,308.00

1

No

146,510.00

146,510.00

1

No

44,160.00

44,160.00

Shade structure as shown on Drawing No.11293561 sheet 001; consists of tensile fabric shade fixed to steel framing and supported by steel columns,complete with finishes to the steel surfaces as specified,200X100X60mm coloured interlocking type concrete paviours laid on sand bed on and included concrete grade slab below shade;all as specified and to the approval of the Engineer

A B

Tensile shade structure,circular in plan;overall size 15000mm diameterX 7800mm high Tensile shade structure,rectangular in plan;overall size 14000mmX 14000mmX7800mm high Wooden pergola as shown on drawing No.11293553 sheet 001;complete profiled wooden slats out of 120X500 mm thick section fixed to 50X50X8mm polyester powder coated mild stell framing supported on 150X150mm wooden posts,include for fixing accessories,finishes to the wooden surfaces,concrete foundation,excavation,earthwork,protection etc;all as specified and to the approval of the Engineer

C

Wooden pergola;octagonal type;overall size 6000X6000X3732mm high

Page 5/1/4R1

To Collection

Page 79 of 125

QR

322,978.00




Item

Description Qnty

Unit

2

No

49

Rate

Amount Qr Dhs

CAR WASH

Car washing area comprising of grade slab,anti splash walls with porcelain tiles,epoxy paint finish,grating and drain as specified in dr awing No.3569-001;including all associated builders work etc;complete A

Car wash;size-9450X10360X1200mm high

255,175.00

510,350.00

m

575.00

28,175.00

CHAINLINK FENCING AND GATES

PVC coated chain link fencing as drawings;include for gates,steel posts,cornors,starter and end posts,bracings,associated supports and line wires;include for paint finishing to steel surface as specified;allow for all accessories and associated builder's work including excavation,concrete work,protection work etc. B

Fencing;3000 mm height above finished ground level CHILDREN'S PLAY AREA

Excavate pits including disposal of excavated material and preparation of formation to receive washed sand medium C

Excavation;400mm deep

892

m2

12.00

10,704.00

D

Filling the excavated pits with washed and well seived sand

357

m3

108.00

38,556.00

Page 5/1/5R1

To Collection

Page 80 of 125

587,785.00




Item

Description Qnty

Unit

Rate

Amount Qr Dhs

COLLECTION

Page 5/1/1

1,160,018.00

Page 5/1/2

552,602.00

Page 5/1/3

92,736.00

Page 5/1/4

322,978.00

Page 5/1/5

587,785.00

HARDLANDSCAPING Page 5/1/6

To General Summary

Page 81 of 125

2,716,119.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

BILL NO.6/1 SOFTLANDSCAPING

GENERAL EARTHWORK Note; General Excavation, Disposal, filling, compaction in layers to formation level of all softlandscaping areas in accordance with ground modelling layout are measured in Bill No-5 EXCAVATION Excavate pits including disposal of excavated material and preparation of formation levels to receive planting medium A

For large trees;1200X1200X1200mm deep

531

No

115.00

61,065.00

B

For palm;2000X2000X2000 mm deep

15

No

345.00

5,175.00

C

For lage shrubs;800X800X800 mm deep minimum

424

No

46.00

19,504.00

D

For medium shrubs;600X600X600mm deep minimu

1,002

No

40.00

40,080.00

E

For small shrubs-ground covers,shrubsclimbers,suculents/bulbs/liliacae and grassing areas;300mm deep

1,512

m2

12.00

18,144.00

F

For grass areas;minimum 300deep

8,032

m2

12.00

96,384.00

Page 6/1/1R2

To Collection

Page 82 of 125

QR

240,352.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

PLANTING MEDIUM

Agricultural sweet soil mixed with industrial compost as specified;laid on compacted formation level A

For large trees;1200X1200X1200 mm deep minimu

531

No

99.00

52,569.00

B

For palm;2000X2000X2000 mm deep minimum

15

No

460.00

6,900.00

C

For large shrubs;800X800X800mm deep minimum

424

No

48.00

20,352.00

D

For medium shrubs;600X600X600mm deep minimu

1,002

No

33.00

33,066.00

E

For small shrubs-ground covers,shrubsclimbers,succulents/bulbs/liliacae and grassing areas;(300mm deep)

454

m3

60.00

27,240.00

F

For grass areas(minimum 300deep)

2,410

m3

60.00

144,600.00

Page 6/1/2R1

To Collection

Page 83 of 125

QR

284,727.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

TREES,PLANTS AND GROUND COVERS

Supply and plant following large trees as specified,complete with supports,drainage layers and filter membrane as necessary including all associated civil works A

Conocarpus lancifola

253

No

46.00

11,638.00

B

Ficus nitida

51

No

63.00

3,213.00

C

Delonix regia

59

No

63.00

3,717.00

D

Ficus benghalensis

20

No

75.00

1,500.00

E

Ficus regia

50

No

75.00

3,750.00

F

Jacarand A acutifolia

21

No

75.00

1,575.00

G

Melia azederach

32

No

58.00

1,856.00

H

Citrus limon(meyer)

36

No

46.00

1,656.00

J

Azediracta indica(Neem)

9

No

63.00

567.00

Page 6/1/3R1

To Collection

Page 84 of 125

QR

29,472.00




Item

Description Rate Qr

Amount r Dhs

Qty

Unit

15

No

2,070.00

31,050.00

Supply and plant following palm trees as specified,complete with supports,drainage layers and filter membrane as necessary including all associated civil works A

Phoneix dactylfera Supply and plant following large shrubs as specified,complete with supports,drainage layers and filter membrane as necessary including all associated civil works

B

Hibiscus rosa sinesis-red

83

No

29.00

2,407.00

C

Hibiscus rosa sinesis-yellow

66

No

29.00

1,914.00

D

Nerium oleander-red

41

No

23.00

943.00

E

Nerium oleander-white

126

No

23.00

2,898.00

F

Nerium oleander-pink

34

No

23.00

782.00

G

Plumera obtusa

21

No

29.00

609.00

H

Plumera acutfolia

14

No

29.00

406.00

J

Caselpinia gilliesili-yellow

10

No

23.00

230.00

K

caselpinia-red

20

No

23.00

460.00

L

Punica granatum

9

No

23.00

207.00

Page 6/1/4R1

To Collection

Page 85 of 125

QR

41,906.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

Supply and plant following medium shrubs as specified,complete with supports,drainage layers and filter membrane as necessary including all associated civil works A

Didoniea

243

No

6.00

1,458.00

B

Cleroendrum inerme

276

No

6.00

1,656.00

C

Bougainvillea glabra la jollr-red

158

No

9.00

1,422.00

D

Bougainvillea glabra multicolour

24

No

9.00

216.00

E

Leacuphyllam frutesceus

47

No

14.00

658.00

F

Acalypha wilkensiana

81

No

9.00

729.00

G

Tecoma stans

150

No

17.00

2,550.00

H

Gardenia jasminoides

23

No

17.00

391.00

Page 6/1/5R1

To Collection

Page 86 of 125

QR

9,080.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

Supply and plant following small shrubs/ground covers/succulent/liliacae as specified A

Wadelia trilobata

384

M2

12.00

4,608.00

B

R ue lia selosia

144

M2

21.00

3,024.00

C

alternathere varsicolor

330

M2

18.00

5,940.00

D

Vinca rosea-red

409

M2

21.00

8,589.00

E

Vinca rosea-white

205

M2

21.00

4,305.00

F

R heo discolour

40

M2

21.00

840.00

8,032

M2

16.00

128,512.00

241,500.00

241,500.00

Supply and plant following grass as specified G

pospalam vaginatum MAINTENANCE

H

Allow for maintening,protecting,watering and replacing plants as necessary during the course of the contract untill end of maintenance period(Supply of water and power measured separately)

1

Item

J

Allow for all temporary works to irrigate, maintane plants including irrigation water (by tankers or other means),power(by generator or other means),during construction period. Allow for supply of irrigation water (by tankers or other means)and power(by generator or other means) for irrigation&maintenance of plants,during maintenance period of 40 days

1

Item

included up

1

Item

included up

K

Page 6/1/6R2

To Collection

Page 87 of 125

QR

397,318.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

IRRIGATION INSTALLATIONS

A

Develop complete set of design and workshop drawings based on performance specification and sample drawing for an automated irrigation system comprising of underground water tank,pumps and pumps enclosure ,filters,zone controllers,solenoid valves,pipenetwork comprising of ring main,lateral,branches,irrigation outlets comprising of bubblers,sprinklers and drip emitters and obtain engineer approval on same

1

Item

11,500.00

11,500.00

B

Design,supply and installation of underground R.C.C tanks complete with waterproofing membrane 4mm on the outer surface,all connections,accessories etc.Complete for one day storage of irrigation water

1

Item

230,000.00

230,000.00

C

Set of pump(1 duty+1 standby) for the irrigation water including all connections,pump enclosure and all associated civil works complete

1

Item

41,400.00

41,400.00

D

Automated irrigation system comprising of filters,zone controllers,solenoid valves,control wiring,pipe network comprising of ring main,laterals,branches,bublers,sprinklers and drip emitters complete(Zone controller wiring measured elsewere)

1

Item

207,000.00

207,000.00

Page 6/1/7

To Collection

Page 88 of 125

QR

489,900.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

COLLECTION

Page 6/1/1

240,352.00

Page 6/1/2

284,727.00

Page 6/1/3

29,472.00

Page 6/1/4

41,906.00

Page 6/1/5

9,080.00

Page 6/1/6

397,318.00

Page 6/1/7

489,900.00

SOFTLANDSCAPING and IRRIGATION Page 6/1/8

To General Summary

Page 89 of 125

QR

1,492,755.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

BILL NO.7/1 DEMOLITION AND SITE PREPARATION Note Bi dders are advised to visi t site and und erst and exactscope prior to quoting and required demolition work f or understandi ng t he j ob.In no case extra payment shall be made towards the bidder on the ground thet demolition and rerouting scope is not understood.Contractor attention is drawn to requirement of the availability of access,power,potable water,fire water and telecom services at all times to Dukhan residents,Contractor shall consider additional items, new temporary items if required for demolition works and shall list&price separately for such items if any.

Electrical work

A

B C D

Demolish the exixting HV cables with 370 manholes,disp os e of f deb ri s,level the site and handover HV cable to QP Demolish the exixting LV cables with 160 manholes,dispose off debris,level the site Remove all the substationequipment of 88-SS-860 1 and handover to QP Demolish the existing substation 88-SS-850 and 88- 1 SS-860 dispose off debris and level the site

(Page 7/1/1R1)

To Collection

Page 90 of 125

m

127.00

46,990.00

m

127.00

20,320.00

Item

27,600.00

27,600.00

Item

23,000.00

23,000.00

QR

117,910.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

Electrical work(Cont'd)

A

Carefully remove existing lighting poles 7 Nos and handover to QP;demolish the plinths and dispose of debris;Contractor shall connect other poles to panel with new LV cable

1

Item

19,550.00

19,550.00

B

Protect existing HV cables(40 m) with pvc ducts to Qp approval

1

Item

8,050.00

8,050.00

C

P rovide and lay 11 KV, 3 core ca bles size to match existing cable as item B above

200

m

426.00

85,200.00

D

Allow the joining 11KV,3 core cables including all necessary material and spares Telecommunication work Carefully remove and dismantle existing cable to army antene (approximate length 185m) including ducts,cables,JRC's etc;and reroute wiring existing cable to army antena (120m approximately) including manholes,ducts,cables,JRC's etc.

2

Set

2,875.00

5,750.00

D

Length of the existing cable to be demolished

90

m

144.00

12,960.00

E

length of the new route to be constructed (including 120 excavation of trenches, laying of ducts&cables,installation of JRC manholes etc). Contractor shall consider similar size of ducts ,cables and JRCs as that of the existing route

m

207.00

24,840.00

(Page 7/1/2R1)

To Collection

Page 91 of 125

QR

156,350.00




Item

Description

Amount Qr Dhs

Qty

Unit

Rate Qr

1

Item

23,000.00

23,000.00

250

m

138.00

34,500.00

Sewerage System

A

Demolishing existing septic tank,fncing,sewer line after making operational the proposed new sewer and holding tank as per instruction of Engineer

B

Sewer line

C

Manhole

6

No

1,725.00

10,350.00

D

Designand construct new holding tank (25X12X3m high blow invert level) of adequate depth 202mm;including fencing,gates,1.00m wide path way and concrete kerb;to hold the required capacity;for storage of sewage from existing sewer line including 3 no manholes,pipes,requesite connections,chain link fence,access gates(2m wide,2m Nos) all as shown in draing

1

No

431,250.00

431,250.00

E

Raise level of tendered sewer line manholes to proposed level including all associated works as concrete,protection and heavy duty manhole covers etc

5

No

2,875.00

14,375.00

(Page 7/1/3R1)

To Collection

Page 92 of 125

QR

513,475.00




Item

Description

Amount Qr Dhs

Qty

Unit

Rate Qr

97,750.00

97,750.00

345.00

1,380.00

Demolition of existing water line with its appurtenance with proper care and disposing the unserviceable debris to government authorised dumping ground ;all complete as per direction and instruction of Engineer-in-charge A

water line(approximate length-1110)

1

Item

B

demolish and dispose off existing fire hydrant

4

No

Road works

C

Allow for demolish the existing roads with its appurtenances with proper care and dumping the debris in a government authorised yard etc.all complete as per direction and instruction of Engineer-in-charge

1

Item

20,700.00

20,700.00

D

Allow for demolition of existing survey monument (3 no) and reconstruction of survey monument (3 no) in cordination with Engineer&To approval of ministry of municipal affairs and agriculture

1

Item

13,800.00

13,800.00

E

Remove existing chain link fence(approximate length 820 m) including foundations and dispose off as per Engineers instruction

1

Item

40,250.00

40,250.00

F

Allow for any other works deemed necessary to comp let e demoliti on and rerout ing of exist ing services in accordance with contract condition and QP conditions

1

Item

57,500.00

57,500.00

(Page 7/1/4R1)

To Collection

Page 93 of 125

QR

231,380.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

COLLECTION

Page 7/1/1

117,910.00

Page 7/1/2

156,350.00

Page 7/1/3

513,475.00

Page 7/1/4

231,380.00

DEMOLITION AND SITE PREPARATION (Page 7/1/5)

To Summary

Page 94 of 125

QR

1,019,115.00




Item

Description

BILL NO.7/2 ELECTRICAL DISRIBUTION

POWER

SUPPLY

Qty

Unit

Rate Qr

Amount r Dhs

AND

1000 V CABLES

Supply and lay 1000 V multicore cables, copper conductor,XLPE insulated,steel wire armoured,PVC oversheathed,complet with jointing and termination k its,directly laid in ground inclusive of trench excavation,backj filling and making good ground and all necessary accessories (Supply of marker tape and protection tiles measured separately)

A

4cX300 sq mm

4,370

m

334.00

1,459,580.00

B

4cX240 sq mm

1,440

m

311.00

447,840.00

C

4cX35 sq mm

370

m

121.00

44,770.00

D

4cX16 sq mm

100

m

81.00

8,100.00

E

4cX205 sq mm

400

m

54.00

21,600.00

F

EARTH CONDUCTORS Single core,copper conductor,PVC oversheathed complte with jointing and termination material and all necessary accessories 5,810 1cX150 sq mm

m

38.00

220,780.00

G

1cX25 sq mm

m

8.00

3,760.00

470

(Page 7/2/1R1)

To Collection

Page 95 of 125

QR

2,206,430.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

Marker Tape and Protection Tiles for Electric cables A

1000 V cables;4cX300 sq mm

4,370

m

17.00

74,290.00

B


1,440

m

17.00

24,480.00

C


370

m

17.00

6,290.00

D


100

m

17.00

1,700.00

E

1000 V cables;4cX2.5 sq mm

400

m

17.00

6,800.00

17

No

17,940.00

304,980.00

SUB-MAIN BOARD (SMB)

Outdoor sub main board(SMB) ,suitable for installation on a concrete base,with all associated civil work,aluminium lockable dorr and complete with 6 30 Amp TP N busb ars,inc oming 630 amp MCCB and following outgoing MCCb's as shown on the drawing;inclusive all associated civil works like blockwork slab,slab,plastering,painting and lockable door. F

5way SMB with 4 nos 160Amp MCCB and space for 1no 160Amp future MCCB

(Page 7/2/2)

To Collection

Page 96 of 125

QR

418,540.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

Note:For all following Bill of Quantities Item are to be included for supply and installation ROAD CROSSING DUCTS UPVC pipe ducts for road crossing under carriage way complete inclusive of 150 mm diameter pipes,excavation,laying of pipes,inclusive ofconcrete encasing,backfilling and making good A

12X150mm PVC pipes "type D-5"

20

m

3,036.00

60,720.00

B

12X150mm PVC pipes"type D-3" MANHOLE Construction of electrical manholes including all civil works,excavation,R.C.C ,concrete protection and heavy duty manhole cover to QP sp eci fi ca tion;all comp let e as p er Engineer-in charge

40

m

2,358.00

94,320.00

D

Manhole size;1200X1200X800mm high

5

No

6,670.00

33,350.00

(Page 7/2/3)

To Collection

Page 97 of 125

QR

188,390.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

COLLECTION

Page 7/2/1

2,206,430.00

Page 7/2/2

418,540.00

Page 7/2/3

188,390.00

ELECTRICAL NETWORK (Page 7/2/4)

To Summary

Page 98 of 125

QR

2,813,360.00




Item

Description Rate Qr

Amount Qr Dhs

Qty

Unit

325

m

161.00

52,325.00

1,825

m

124.00

226,300.00

450

m

105.00

47,250.00

BILL NO.7/3 TELECOMMUNICATION DUCTS IN TRENCHES Excavate trench,75mm soft sand bed,install PVCu telephone ducts,backfill with quarry scalpings,disposal of surplus excavated material,including connections to manholes/jointing boxes/service entrance cabinets,markers and making good to Q-TEL standered and details.

A B C

4X90mm cunduit (type D54) 2X90mm conduit (type D54) 1X50mm conduit (type D54) UNDERGROUND JOINTING/DRAW BOXES Jointing/draw boxes complete including all internal accessories,covers and finishes to Q-TEL standareds and details

D

Type JRC 14 (Q-TEL drawing no CN 1690-A)

4

No

4,600.00

18,400.00

E

type JRC 4 (Q-TEL drawing no CN1815)

41

No

2,070.00

84,870.00

(Page 7/3/1)

To Collection

Page 99 of 125

QR

429,145.00




Item

Description Rate Qr

Amount Qr Dhs

Qty

Unit

20

No

11,500.00

230,000.00

750

m

38.00

28,500.00

UNDERGROUND JOINTING/DRAW BOXES

Jointing/draw boxes complete including all internal accessories,covers and finishes to Q-TEL standards and details A

Manhole

TELEPHONE CABLE

B

Supply and lay telephone cables and termination boxes,PVC conduits(Q-Tel approved),including termination of cables at both ends;all in accordance with Q-Tel regulations complete 100 pair

C

50 pair

230

m

24.00

5,520.00

D

20 pair

2,200

m

16.00

35,200.00

E

5 pair

3,220

m

7.00

22,540.00

F

Lay telephone cable (supplied by Q-Tel) including termination boxes and termination of cables at both ends all in accordance with Q-Tel regulations complete

18,900

m

13.00

245,700.00

(Page 7/3/2R1)

To Collection

Page 100 of 125

QR

567,460.00




Item

Description

Amount Qr Dhs

Qty

Unit

Rate Qr

1

No

28,750.00

28,750.00

18,900

m

51.00

963,900.00

1

Item

80,500.00

80,500.00

TELEPHONE CABINET

Procure fromQ-Tel and install telephone cabinet suitable for outdoors;terminating 4 nos of 100 pair incoming cables and outgoing cables as specified drawing no;1129-6017 A

telephone cabinet Supply and lay telephone cable,termination boxes,PVC conduits(Q-Tel approved)including termination of cables at both ends:all in accordance with Q-Tel regulations complete as directed by Engineer

B

100 pair(provisional) SUPERVISION

C

Allow for supervision by Q-Tel for all telecommunicationwork carried out under this construction packages

(Page 7/3/3R1)

To Collection

Page 101 of 125

QR

1,073,150.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

COLLECTION

Page 7/3/1

429,145.00

Page 7/3/2

567,460.00

Page 7/3/3

1,073,150.00

TELECOMMUNICATION (Page 7/3/4)

To Collection

Page 102 of 125

QR

2,069,755.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

BILL NO.7/4 SEWERAGE SYSTEM TRENCHES Exca va va te te trenc h f or or house c on onnection pipes not exceeding 160mm d iameter;including iameter;including backf illing

A

Trench Trench not exceed exceeding ing 1.5 m depth depth to inve invert rt

463

m

161.00

74,543.00

B

Trench exceeding 1.5m but not exceeding 3.0 m depth to invert

168

m

322.00

54,096.00

Excav Excavate ate tren trench ch for for pipe pipe exce exceed edin ing g 160m 160mm m and and not not exceeding 300mm diameter including backfilling

C

Trench Trench not exceed exceeding ing 1.5m 1.5m dept depth h to invert invert

948

m

190.00

180,120.00

D

trench exceeding 1.5 m but not exceeding 3.0 m depth to invert

539

m

345.00

185,955.00

E

Tren Trench ch excee xceedi ding3.0 ng3.0 but but not excee xceedi din ng 5.0 5.0 m dept depth h to invert PIPEWORKS

582

m

702.00

408,564.00

F

Suppl Supply y of uPVC uPVC pipe pipe incl includ udin ing g all all fitti fitting ngss to be laid laid in excavated trenches 200 200 mm mm dia diam mete eter pip pipee

623

m

155.00

96,565.00

G

250 250 mm mm diam diamet eter er pipe pipe

147

m

293.00

43,071.00

(Page 7/4/1)

To Collection

Page 103 of 125

QR

1,042,914.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

Suppl Supply y of ESVC ESVC pipe pipe incl includ udin ing g all all fitt fittin ings gs to be laid laid in excavated trenches A

250 mm mm di diameter

485

m

201.00

97,485.00

B

300 mm mm d ia iameter

814

m

242.00

196,988.00

631

m

115.00

72,565.00

4

No

173.00

692.00

supply supply of Vitrif Vitrifie ied d clay clay pipe inclu includin ding g all all fittin fitting g and laying C

160 160 mm mm diam diamet eteer pipe pipe

D

Extra end plug, 150 mm diameter with p ip ip es es 10 00 00 mm BEDDING

Granu Granula larr bed and surro surround und as specif specifie ied d and detail detailed ed on drawings E

To hous housee conn connec ecti tion on pipe pipess

125

m

144.00

18,000.00

F

To main main pipes pipes not exce exceedi eding ng 300 300 mm diam diamete eter r

970

m

207.00

200,790.00

506

m

224.00

113,344.00

1,099

m

334.00

367,066.00

Mass ass conc concre rete te SRC SRC 20 incl includ udin ing g all all form formwo work rk as conc concre rete te surr surrou ound nd to pipe pipess incl includ udin ing g comp compre ress ssib ible le board and concrete blinding as per specification and instruction of Engineer-in-charge G

To hous housee con conne nect ctio ion n pip pipes es

H

To main main pipe pipess not exce exceedi eding ng 300 300 mm diam diamete eter r

(Page 7/4/2)

To Collection

Page 104 of 125

QR

1,066,930.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

MANHOLES

Cast insitu lined manholes as detailed on the drawings including exca vation, back-f illing, disposal of surplus soil, insitu concrete base and surround ,G.R.C lining material, waterproof membra ne f or external surf ac es, GRP ladders, ductile iron frame and cover, channels,benching etc.

A

Shallow type; not exceeding 4.0 m deep

60

No

12,650.00

759,000.00

B

Deep type ; exceeding 4.0 m - but not exceeding 5.0m

6

No

16,100.00

96,600.00

C

Ditto,Deep type; exceeding 5.0 m - but not exceeding 7.0m

20

No

24,150.00

483,000.00

MISCELLANEOUS WORKS

D

Break into exsisting manhole, connect ESVC, sewer, including rebenching, making good existing manhole wall and GRP lining and any nessecary trmporary diversion of sewage flows

6

No

2,300.00

13,800.00

E

Future connection250 dia pipes 1000 mm longends plugged.

4

No

1,150.00

4,600.00

(Page 7/4/3R1)

To Collection

Page 105 of 125

QR

1,357,000.00




Item

Description Qty

Unit

5

No

Rate Qr

Amount Qr Dhs

HOLDING TANK

A

Cast insitu holding tank as detailed on the drawing including excavation, backfilling,disposal of surplus soil, insitu concrete base and surround waterproof membrane for external surface, GRP ladders, ductile iron covers and frames, flooring, including 2.2m high chainlink fence, 1.00 m wide interlock pathway, concrete kerb, lockable 2 nos of gate etc. all complete as per specification and instruction of Engineer.

(Page 7/4/4R1)

To Collection

Page 106 of 125

QR

345,000.00

1,725,000.00

1,725,000.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

COLLECTION

Page 7/4/1

1,042,914.00

Page 7/4/2

1,066,930.00

Page 7/4/3

1,357,000.00

Page 7/4/4

1,725,000.00

SEWERAGE SYSTEM (Page 7/4/5)

To Summary

Page 107 of 125

5,191,844.00




Item

Description Rate Qr

Amount Qr Dhs

Qty

Unit

4,346

m

115.00

499,790.00

BILL NO.7/5 WATER SUPPLY

Excava tion trench f or the pipes not exceeding 150mm dia.including backfillig A

Trench not exceeding 1.5 m depth Supply fitting,fixing and laying of the following D.I pipe for water disrtibution system with necessary specials viz,bends,tees,Y's ,tail pieces,joints,tapers etc.including cost of jointing materials,tow coats of anti corrosive bitumastic paint as per drawing,specifications and direction of the Engineer in -charge(peyment will be made on the centreline measurement of the total pipe length including all specials.No separate payment will be ma de f or accessories,specials etc.

B

100 mm dia,D.I pipe

1,330

m

194.00

258,020.00

C

80mm dia DI pipe

2,595

m

158.00

410,010.00

Copper pipework to BS2871 part1 Table Y with capilary joints and fittings to BS 864 part 2,covered in factory banded colour polythene sleeve;laid in trench D

28 mm dia pipe

397

m

110.00

43,670.00

E

25 mm dia pipe

22

m

104.00

2,288.00

F

15 mm dia pipe

2

m

98.00

196.00

(Page 7/5/1R1)

To Collection

Page 108 of 125

QR

1,213,974.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

Hydrolically testing of the following types of pipes for a head of water as per specification including supplying necessary equipment such as generating sets,pumps gauges etc all complete as per specification and direction of the Engineer -incharge A

100 mm dia pipe

1,330 m

3.00

3,990.00

B

80 mm dia pipe

2,595 m

3.00

7,785.00

C

28 mm dia pipe

397

m

2.00

794.00

D

25 mm dia pipe

22

m

2.00

44.00

E

15 mm dia pipe

2

m

2.00

4.00

F

Disinfecting water pipes in item no abov by flushing with clean water containing bleaching powder at a concentration of 0.5 gm per litre of water and cleaning the same with fresh water.this operation is to repeated 3 times including getting the pipes tested as per direction of the Engineer-in charge.(supply of bleaching powder and other consumable a re included)

4,346 m

7.00

30,422.00

Supplying,fitting and fixing following type of valves of approved quality as per specification G

80 mm NB Sluice valve

4

No

1,840.00

7,360.00

H

100 mm NB Sluice valve

3

No

2,013.00

6,039.00

(Page 7/5/2R1)

To Collection

Page 109 of 125

QR

56,438.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

A

Construction of directly buried type valve including necessary excavation,foundation etc.as chamber per drawing,specification and restriction of Engineer-in chargr

7

No

575.00

4,025.00

B

C.C(1:2:4) for thrust block including excavation,shuttering and backfilling as per drawing and specification& direction of Engineer in

3

m3

1,150.00

3,450.00

810

m

86.00

69,660.00

810

m

213.00

172,530.00

810

m

7.00

5,670.00

Excavation trench for thepipes not exceeding 150mm dia;including backfilling C

trench not exceeding 1.5 m depth Supply fitting,fixing and laying of the following D.I pipes for water distribution system with necessary special viz bends,tees ,Y's tail pieces,joints,tapers etc,including cost of jointing materials,two coats of anticorrosive bitumastic paint as per dreawing,specification and direction of the Engineer-in -charge

D

150 mm dia.D.I pipe hydraulically testing of the following types of pipes for a head of water as per specification including supplying necessary equipment such as generating sets,pumps,gauges etc,all complete as per sp ecifi cat ion and d irect ion of the Engi neer-incharge.

E

150 mm dia.D I pipe

(Page 7/5/3R1)

To Collection

Page 110 of 125

QR

255,335.00




Item

A

Description

Disinfecting water pipes in item no abov by flushing with clean water containing b leaching powder at a concentration of 0.5 gm per litre of water and cleaning the same with fresh w ater.this operation is to repeated 3 times including getting the pipes tested as per direction of the Engineer-in charge.(supply of bleaching powder and other consumable are included)

Rate Qr

Amount Qr Dhs

Qty

Unit

810

m

7.00

5,670.00

Sup plyi ng ,fi tting and f ixing following t ype of valves of approved quality as per specification B

150 mm NB sluice valve

2

No

2,473.00

4,946.00

C

100 mm NB sluice valve

3

No

2,013.00

6,039.00

D

Supply,fitting,fixing 80 mm dia fire hydrant (und erground t yp e) includ ing s upp ly of all the specials as per the direction of Engineer-in-charge

27

Lot

8,625.00

232,875.00

E

Construction of directly buried type valve chamber including the necessary excavation,foundation etc as per drawings,specifications and instruction of the Engineer-in-charge

5

No

575.00

2,875.00

F

C.C (1:2:4) for thrust block including excavation,shuttering and backfilling as per drawing and specification&direction of Engineer-in

5

m3

1,150.00

5,750.00

(Page 7/5/4R1)

To Collection

Page 111 of 125

QR

258,155.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

COLLECTION

Page 7/5/1

1,213,974.00

Page 7/5/2

56,438.00

Page 7/5/3

255,335.00

Page 7/5/4

258,155.00

WATER SUPPLY (Page 7/5/5)

To Summary

Page 112 of 125

QR

1,783,902.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

BILL NO.7/6 ROADS AND SURFACE DRAINAGE

Note:Aggregate for all road works shall be"Gabro" EXCAVATION AND EARTHWORK Excavation and disposal A

Excavation over site to reduce levels for roads from 8,550 existing level

m3

9.00

76,950.00

m3

14.00

35,910.00

m3

29.00

243,165.00

5

No

828.00

4,140.00

2

No

828.00

1,656.00

6

No

1,035.00

6,210.00

2

No

1,104.00

2,208.00

2

No

1,104.00

2,208.00

Earth Filling B

Selected filling over site to make up levels under 2,565 roads Capping Material

C

Capping Material:The soaked CBR should be 8,385 atleast 15% at 95% of MDD (4.5kg Rammer)(as per clause 9A.5 of Qatar Highway Design Manual)The specified subgrade strength must be sustained for a depth of 400mm TRAFFIC SIGNS

Traffic signs(as Qatar Manual);including supports D

traffic

signs

Sign reference No.203

E


F


G

Combined Sign reference No.309/414

H

Combined Sign reference No.309/415

(Page 7/6/1R1)

To Collection

Page 113 of 125

QR

372,447.00




Item

Description

Traffic signs(as Qatar traffic Manual);including supports - (Cont'd). A

Rate Qr

Amount Qr Dhs

Qty

Unit

2

No

1,104.00

2,208.00

6

No

8,280.00

49,680.00

8

No

1,380.00

11,040.00

10

No

414.00

4,140.00

1,710

m

8.00

13,680.00

signs

Combined Sign reference No.309/416 Traffic signs(as Qatar traffic signs Manual);including supports at locations identified by Engineer.

B

Directional / Building reference No.108

identification

C

Bus stop signage similar to sign reference No.410 Removable posts or bollarads; including cast in concrete pipe,

D

signage

tubular

steel;

Bollards ROAD MARKING

Note: (Quantities stated for intermittent lines are the net line legths excluding gaps) Solid lines

E

100 mm width(Parking line)

F

100 mm width(508)

160

m

8.00

1,280.00

100 mm width(2 m mark,7 m mark)

580

m

8.00

4,640.00

100 mm width( 6m mark,3m gap)

180

m

8.00

1,440.00

(Page 7/6/2)

To Collection

Page 114 of 125

QR

88,108.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

Diagrams(to Qatar traffic manual)

A

Reference No.502

4

No

28.00

112.00

B

Reference No.503

4

No

97.00

388.00

C

Reference No.504 (7.30 m width)

6

No

523.00

3,138.00

D

Lane arrows (at locations identified) reference No.514

26

No

78.00

2,028.00

EXTERNAL WORKS AND SERVICES Granular filling(quarry scalping)

E

200 mm sub-base course;to fall,cross falls and chambers;including preparation of sub grade as per technical specification-part4

21,950

m2

66.00

1,448,700.00

F

150mm granular base course;to fall,cross falls and chambers;including preparation of sub-grade

20,960

m2

49.00

1,027,040.00

Bituminous macadam paving

G

Single layer wearing course;40 mm thick laid to falls and cross falls

20,960

m2

23.00

482,080.00

H

Bitumen prime coat

20,960

m2

2.00

41,920.00

J

Bitumen base course 90mm thick

20,960

m2

49.00

1,027,040.00

K

Bitumen tack coat

20,960

m2

2.00

41,920.00

(Page 7/6/3)

To Collection

Page 115 of 125

QR

4,074,366.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

Precast concrete kerbs,including in-situ concrete,class B base and haunching and excavation and 2 coats of paint in alternative colours

A

Raised garden kerb,75X 250 mm;straight and 3,448 curved

m

56.00

193,088.00

B

Non mountable kerb,150X300 mm ,straight and 6,451 curved

m

78.00

503,178.00

C

Flush kerb,150X250 mm;straight and curved

1,182

m

85.00

100,470.00

D

80 mm thick interlocking bloc ks inc luding 50 mm 7,114 sand,150 mm granular base course(for over compacted sub grade,CBR>15%,parking only)(Excluding side walks driveways)

m2

132.00

939,048.00

E

60 mm thick interlock paviour over 50 mm thick 4,827 sand over sub base class B over compacted earth

m2

106.00

511,662.00

Road Drainage

F

Providing and laying gully pits(0.75 m by 1.3 m) with all works complete as per technical specification

149

No

1,035.00

154,215.00

G

Providing and laying soakpits of dia 1.8 m and 107 depth 305 m with all works complete as per Technical specification

No

9,200.00

984,400.00

H

Providing and laying 150 mm dia pipes including all 1,043 ancillary works

m

207.00

215,901.00

J

Provide 150 mm dia borehole at soakway minimum 20 m deep or upto water table whichever is greater

No

2,875.00

307,625.00

(Page 7/6/4R1)

To Collection

Page 116 of 125

107

QR

3,909,587.00




Item

Description Qty

Unit

1

Item

Duct type;ref;D8(12 m length)

4


Rate Qr

Amount r Dhs

Resurfacing

A

207,000.00

207,000.00

No

8,280.00

33,120.00

6

No

6,210.00

37,260.00


8

No

51,175.00

409,400.00


6

No

10,638.00

63,828.00

Resurfacing with 18 0mm average MD4 asphaltic concrete in addition to terms included in item#4.2 Spare duct

Provide spare duct for future extension;location indicated by QP REPRESENTATIVE B

(Page 7/6/5)

To Collection

Page 117 of 125

QR

750,608.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

COLLECTION

Page 7/6/1

372,447.00

Page 7/6/2

88,108.00

Page 7/6/3

4,074,366.00

Page 7/6/4

3,909,587.00

Page 7/6/5

750,608.00

ROADS AND SURFACE DRAINAGE (Page 7/6/6)

To Summary

Page 118 of 125

QR

9,195,116.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

BILL NO.7/7 STREET LIGHTING

Supply and installation of the following cables,Equipments,etc.,inclusive of all civil works A

4CX 16 sq mm cables,copper conductor XLPE 8,920 insulated,armoured PVC overall sheathed,600/1000 volt grade,in addition to 1C X25sq mm copper conductor,.PVC insulated(circuit earth conductor),completely installed(directly laid in ground) including trench excavation,back filling,protective filling,protective tiles,marker tapes jointing,termination and all necessary accessories,(road crossing ducts measured separately)

B

Outdoor lighting feeder pillar (10 way) completely installed on a concrete base including all associated civil works like block work,plastering ,painting,roof slab,double lockable aluminium door etc;main incoming breaker,earth leakage circuit breaker,metering,photocell,contrills and all necessary accessories as per drawing

C

8 m lighting column with one 1 50 w high presssure sodium luminaire complete with control gear,internal cabling,mounting bracket and all necessary accessories

(Page 7/7/1)

To Collection

Page 119 of 125

m

66.00

588,720.00

2

No

24,150.00

48,300.00

95

No

3,703.00

351,785.00

QR

988,805.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

Supply and installation of the following cables,equipment,etc,inclusive of civil works A

4 m lighting column with one 70 w high pressure sodium luminaire complete with control gear,internal cabling,mounting bracket and all necessary accessories(concrete base measured separately)

103

No

1,719.00

177,057.00

B

36 w f lourescent light ing f ixture f or car park 184 complete with control gear,internal cabling mounting bracket and all necessary accessories

No

1,265.00

232,760.00

C

15A MCB in dustproof sheet steel enclosure for 42 control of car [ark lights suitable for terminating 2 numbers 4 core 16 sq mm cable and 25 mm diameter GI conduit

No

688.00

28,896.00

D

Column earthing,complete including pit,rod,cable connections,accessories,etc

35

No

4,600.00

161,000.00

E

rei nf orced concrete b ase f or 8 m column comp lete 95 with column anchor,bolts,anchor plate,nuts,washers,stell template and all necessary accessories.

No

920.00

87,400.00

F

Reinforced concrete base for 4 m column complete 103 with column anchor,bolts,anchor plate,nuts,washers,steel template and all necessary accessories.

No

748.00

77,044.00

(Page 7/7/2)

earth

To Collection

Page 120 of 125

QR

764,157.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs


2 X15 0 mm uPVC ducts laid under ground f or road 210 crossing including concrete tiles,draw wires ,plugs indicating tape and all necessary works and accessories as shown on the drawings,type "D-2"

m

230.00

48,300.00

B

Wiring of 3 6 w f lourescent fi xtures in covered car 555 park through 25 mm dia GI conduit by three numbers 2.5 sq mm standared copp er wi re wit h necessary junction boxes as required from 15 amp MCB enclosure

m

297.00

164,835.00

C

30 m high mast lighting columns having winching and power tools for raising and lowering luminaire;with two numbers 2X40 0 w high pressure sodium luminaire complete with control gear,internal cabling,mounting bracket and all necessary accessories(concrete base measured separately)

1

No

48,300.00

48,300.00

D

reinforced concrete base for 30 m column complete 1 with column anchor,bolts,anchor plate,nuts,washers,stel template and all necessary accessories

No

11,500.00

11,500.00

E

Reinforced concrete base for 4 m column complete 2 with column anchor,bolts,anchor plate,nuts,washers,steel template and all necessory accessories

No

748.00

1,496.00

(Page 7/7/3)

To Collection

Page 121 of 125

QR

274,431.00




Item

Description Qty

Unit

2

No

Rate Qr

Amount Qr Dhs


Reinforced concrete base for 30 m column complete with column anchor,bolts,anchor plate,nuts,washers,steel template and all necessory accessories

(Page 7/7/4)

To Collection

Page 122 of 125

QR

4,600.00

9,200.00

9,200.00




Item

Description Qty

Unit

Rate Qr

Amount r Dhs

COLLECTION

Page 7/7/1

988,805.00

Page 7/7/2

764,157.00

Page 7/7/3

274,431.00

Page 7/7/4

9,200.00

STREET LIGHTING (Page 7/7/5)

To Summary

Page 123 of 125

QR

2,036,593.00




Item

Description Qty

Unit

Rate Qr

Amount Qr Dhs

BILL No. 7 : INFRASTRUCTURE SUMMARY

1

DEMOLITION AND SITE PREPARATION(7/1/5)

1,019,115.00

2

ELECTRICAL POWER SUPPLY AND DIATRIBUTION (7/2/4)

2,813,360.00

3

TELECOMMUNICATION (7/3/4)

2,069,755.00

4

SEWERAGE SYSTEM (7/4/5)

5,191,844.00

5 , 6

WATER SUPPLY (7/5/5)

1,783,902.00

ROADS AND SURFACE DRAINAGE (7/6/6)

9,195,116.00

7

STREET LIGHTING (7/7/5)

2,036,593.00

(Page 7/8/1) TO GENERAL SUMMARY

Page 124 of 125

24,109,685.00

Housing Project BOQ Billing Format

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