Housing Project BOQ Billing Format

DUKHAN HOUSING PROJECT PHASE V, PACKAGE - 1AT DUKHAN TOWNSHIP, DUKHAN

INTERIM VALUATION

Description BOQ Page Contract Amount

GENERAL SUMMARY

1 PRELIMINARIES /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 104,331,816.00

.

B LESS DISCOUNT (9.931240812% of A) 9.931240812% 10,361,443.89

C SUB-TOTAL AMOUNT AFTER DISCOUNT (A-B) 93,970,372.11

D ADD: PRIME COST & PROVISIONAL SUM 1,571,728.00

E AWARDED CONTRACT AMOUNT (C + D) 95,542,100.11

F TOTAL AMOUNT CERTIFIED ( E )

G ADD: MATERIAL ON-SITE (Details Attached)

H TOTAL AMOUNT DUE (F +G)

I

J LESS: RETENTION (10% of I ) 10%

K LESS : CONSULTANT'S SUPERVISION FEE

L

M LESS PREVIOUS AMOUNT

BILL NR.

SUB-TOTAL AMOUNT (Excluding PC and Provisional Sum)

TOTAL AMOUNT DUE In Rounded Value

TOTAL AMOUNT DUE ( I - J - K )

TOTAL AMOUNT DUE FOR PAYMENT ( L - M ) QR

DUKHAN HOUSING PROJECT PHASE V, PACKAGE - 1 AT DUKHAN TOWNSHIP, DUKHAN

Page/1/1/3

BREAKDOWN OF ACCOMPLISHMENT VALUATION NO. 21

Item Description

WORKS ACCORDING TO BOQ

Qty Unit

BILL NO. 1/1PRELIMINARIES.

Contract Particulars.

A Clause 1 Definitions. Item

BItem

C Clause 3 Assignment. Item

D Clause 4 Sub-Letting. Item

E Clause 5 Extent of Contract. Item

F Clause 6 Language etc. Item

G Clause 7 Custody of Drawings, etc. Item

H Clause 8 Further Drawings and Instructions. Item

J Clause 9 Contract Agreement. Item

K Clause 10 Performance Bond. 1 Item 1,100,000.00

L Clause 11 Inspection of Site. Item

M Clause 12 Sufficiency of Tender, etc. Item

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

Page 1/1/1 To Collection QR 1,100,000.00

Rate Qr

Amount Qr Dhs

Allow for all obligations and liabilities in accordance with the following clause of the General and particular conditions of contract

Clause 2 Duties and Powers of Engineer’s Representative


Page/1/1/4


Item Description


Qty Unit Rate Qr

Amount Qr Dhs

PRELIMINARIES (Cont’d).

Contract Particulars (Cont’d)

A Clause 14 Programme to be Furnished. 1 Item 10,000.00

B Clause 15 Contractor’s Superintendence. 1 Item 1,300,000.00

C Clause 16 Contractor’s Employees. Item

D Clause 17 Setting-out. 1 Item 20,000.00

E Clause 18 Boreholes and Exploratory Excavation. Item

F Clause 19 Watching and Lighting. Item

G Clause 20 Care of Works. Item

H Clause 21 Insurance of Works, etc. 1 Item 500,000.00

J Clause 22 Damage to Persons and Property. Item

K Clause 23 Third party Insurance. Item

L Clause 24 Accident or Injury to Workmen. Item

M Clause 25 Remedy on Contractor’s Failure to Insure. Item

N Clause 26 Compliance with Statutes, Regulations etc. Item

P Clause 27 Fossils, etc. Item

Q Clause 28 Patent Rights and Royalties. Item

RItem

S Clause 30 Extraordinary Traffic, etc Item


Clause 29 Interference with Traffic and Adjoining Properties

F67

ARCHIE JV LLANA: details?


Page/1/1/5


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



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

FItem

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 QR -

Clause 36 Quality of Materials and Workmanship and Test, etc


Page/1/1/6


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



A 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/1/1/7


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



A Clause 64 Urgent Repairs. Item

B Clause 65 War Clauses. Item

C Clause 66 Termination of the Contract by the GovernmentItem

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

QItem


Clause 78 Materials and equipment from Qatar or other CCASG countries


Page/1/1/8


Item Description


Qty Unit Rate Qr

Amount Qr Dhs


SPECIFICATIONS

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 20,000.00

L Delivery and Storage of Materials. Item

M Handling. Item

Page 1/1/6 To Collection QR 20,000.00

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


Page/1/1/9


Item Description


Qty Unit Rate Qr

Amount Qr Dhs


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 Craftsmen. Item

H Watching and Lighting. Item

J Trespass and Nuisance. Item

K Temporary Roads. 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 Item 20,000.00


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


Page/1/1/10


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



A 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


F456



Page/1/1/11


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



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


Allow for compliance with all obligations and liabilities in accordance with the following Clauses of Section 6 (Roadworks) of the QCS


Page/1/1/12


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



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 Record 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


Allow for compliance with all obligations and liabilities in accordance with the following Clauses of Section 20 (Sewerage) of the QCS


Page/1/1/13


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



A 1.16 Site in private Lands Item

B 1.17 Site in Roads Item

C 1.18 Closing 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

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

NItem 40,000.00

P 1.06 Material from AGCC States Item


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

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

F630



Page/1/1/14


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



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


F692



Page/1/1/15


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



A 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

H Item 25,000.00

JItem 20,000.00

K Item

L Item

M Road Closures and Traffic Diversion 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

Progress and site photographs including Aerial photographs

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

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

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


Page/1/1/16


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



A Site Specific Geo-technical Requirements Item

B As Built Drawing Item

C Digital Data Item

D Data Delivery Item

E Testing of Material Item

F Welfare of Workmen Item

ENGINEERS SITE FACILITIES

G Item 300,000.00

H 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 Item 70,000.00


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

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

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

Provision for Computers, Laser Printer, Softwear, UPS Back up Power supply; all as described in Clause 1.23 and to the approval of the Engineer

F802


F804



Page/1/1/17


Item Description


Qty Unit Rate Qr

Amount Qr Dhs


CLEANING THE WORKS

Item

Item

OTHER TERMS

Item


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

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

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/1/1/18


Item Description


Qty Unit Rate Qr

Amount Qr Dhs



A

(i) Item

(ii) Item

(iii) Item

(iv) Item

(v) Item


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.


Page/1/1/19


Item Description


Qty 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 -

4,040,000.00 Page 1/1/17 TOTAL FOR PRELIMINARIES

CONTRACTOR: SHANNON TRADING CONTRACTING DUKHAN HOUSING PROJECT, PHASE V- PACKAGE 1BREAKDOWN OF ACCOMPLISHMENT

BILL NO 02: BUILDING BLOCKS

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INTERIM VALUATION NO. 21 (MARCH 2007)

Item # Description Qty Unit Rate Amount QR

BILL NO.2/3EXCAVATION

ExcavatingBQ 2/ 3/ 1/ A Pits; not exceeding 1.50m deep 129 m3 21.00 2,709.00 BQ 2/ 3/ 1/ B Trenches; not exceeding 1.50m deep 31 m3 23.00 713.00

Disposal

BQ 2/ 3/ 1/ C 96 m3 7.00 672.00 BQ 2/ 3/ 1/ D Remove surplus excavated material from site 64 m3 12.00 768.00

Filling

BQ 2/ 3/ 1/ E 44 m3 20.00 880.00

Anti termite treatment

BQ 2/ 3/ 1/ F 374 m2 5.00 1,870.00

EXCAVATION & EARTHWORKTo summary 7,612.00

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

Selected excavated material in backfilling around foundations

Filling in layers with imported fill material in make up levels

Anti termite treatment as per specifications for slabs on grade,below grade,foundations,service pipe penetrations and vertical faces of foundations



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BILL NO.2/55 CONCRETE WORK

SUBSTRUCTUREINSITU CONCRETE

BQ 2/ 5/ 1/ A Blinding bed,75mm thick ; 50 mm thick 479 m2 34.00 16,286.00

BQ 2/ 5/ 1/ B Isolated foundations 28 m3 426.00 11,928.00 BQ 2/ 5/ 1/ C Ground beams 14 m3 426.00 5,964.00 BQ 2/ 5/ 1/ D Beds 36 m3 426.00 15,336.00 BQ 2/ 5/ 1/ E Isolated columns 4 m3 426.00 1,704.00

REINFORCEMENTHigh yeild steel bars

BQ 2/ 5/ 1/ F 10mm diameter 1,081 kg 3.00 3,243.00 BQ 2/ 5/ 1/ G 12mm diameter 289 kg 3.00 867.00 BQ 2/ 5/ 1/ H 16mm diameter 3,696 kg 3.00 11,088.00 BQ 2/ 5/ 1/ J 20mm diameter 170 kg 3.00 510.00

To Collection 66,926.00

Plain insitu concrete;SRC 15 CONCRETE;Grade 15N/mm2;palin with Gabro aggregate

insitu concrete,ordinary portaland cement;grade 30N/mm2;reinforced with gabro aggregate and micro silica.



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BQ 2/ 5/ 2/ A Grade slab 54 m3 20.00 1,080.00 FORM WORK FOR INSITU CONCRETE

Temporary formwork to produce basic finish to

BQ 2/ 5/ 2/ B Isolated foundations 77 m2 31.00 2,387.00 BQ 2/ 5/ 2/ C Ground beams 122 m2 31.00 3,782.00 BQ 2/ 5/ 2/ D Isolated columns 36 m2 31.00 1,116.00

JOINTS IN INSITU CONCRETE

BQ 2/ 5/ 2/ E 12mm thick 14 m2 14.00 196.00

Concealed joint sealant(Flexcell);toBQ 2/ 5/ 2/ F Isolation joints;12mm wide 142 m 7.00 994.00


BQ 2/ 5/ 3 A 542 m2 21.00 11,382.00

BQ 2/ 5/ 3 B 373 m2 21.00 7,833.00

BQ 2/ 5/ 3 C 398 m2 21.00 8,358.00

BQ 2/ 5/ 3 D 447 m2 13.00 5,811.00

BQ 2/ 5/ 3 E 324 m2 3.00 972.00

SUNDRIES

BQ 2/ 5/ 3 F 200mm walls 58 m2 52.00 3,016.00


Polypropylene fibre micro reinforcement for grade slab concrete

Formed isolation joints;bitumen impregnated fibre board filler

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

allow for providing necessary proprietary fillet as specified.

Hollow concrete blocks filled solid with concrete grade SRC 20 and bedded and jointed in class 1 mortar.



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SUPERSTRUCTURE

BQ 2/ 5/ 4/ A Plinth 2 m3 380.00 760.00

BQ 2/ 5/ 4/ B Isolated columns 19 m3 380.00 7,220.00 BQ 2/ 5/ 4/ C Slabs 96 m3 380.00 36,480.00 BQ 2/ 5/ 4/ D Beams 49 m3 380.00 18,620.00 BQ 2/ 5/ 4/ E Arches 2 m3 380.00 760.00 BQ 2/ 5/ 4/ F stairs 6 m3 380.00 2,280.00

BQ 2/ 5/ 4/ G 5 m3 380.00 1,900.00

BQ 2/ 5/ 4/ H 65 m2 85.00 5,525.00


REINFORCEMENTHigh yield steel bars

BQ 2/ 5/ 5 A 10mm diameter 10,797 kg 3.00 32,391.00 BQ 2/ 5/ 5 B 12mm diameter 1,347 kg 3.00 4,041.00 BQ 2/ 5/ 5 C 16mm diameter 3,778 kg 3.00 11,334.00 BQ 2/ 5/ 5 D 20mm diameter 3,153 kg 3.00 9,459.00

BQ 2/ 5/ 5 E 450 kg 3.00 1,350.00

FORM WORK FOR INSITU CONCRETETemporary formwork to produce basic finish to

BQ 2/ 5/ 5 F Soffits of slabs 649 m2 31.00 20,119.00 BQ 2/ 5/ 5 G Soffits of slabs;sloping 9 m2 31.00 279.00 BQ 2/ 5/ 5 H Soffits of arch 2 m2 31.00 62.00 BQ 2/ 5/ 5 J Edge of slabs 2 m2 31.00 62.00 BQ 2/ 5/ 5 K Sides and soffit of beams 502 m2 31.00 15,562.00 BQ 2/ 5/ 5 L Sides of arch 10 m2 31.00 310.00 BQ 2/ 5/ 5 M Isolated columns 216 m2 31.00 6,696.00 BQ 2/ 5/ 5 P Risers 5 m2 31.00 155.00 BQ 2/ 5/ 5 Q Upstands 10 m2 31.00 310.00 BQ 2/ 5/ 5 R Edges of plinths 4 m2 31.00 124.00


Insitu concrete; OPC concrete grade 30N/mm2;plain with Gabro aggregate

Insitu concrete; OPC grade30N/mm2; reinforced with Gabro aggregate

Additional concrete quantity for sunken slab and beam(Contractor shall provide detail design)

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

Additional bars in various diameter(for sunken slabs)

F94

user: check corrected val 7

F101

user: check corrected val 7



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PRECAST CONCRETEPrecast concrete, grade 30N/mm2;

BQ 2/ 5/ 6 A Lintels; 100x200mm 196 m 16.00 3,136.00 BQ 2/ 5/ 6 B Lintels; 200x300mm 15 m 48.00 720.00 BQ 2/ 5/ 6 C Lintels; 200x400mm 4 m 64.00 256.00 BQ 2/ 5/ 6 D Sills;200x2000mm 91 m 32.00 2,912.00

BQ 2/ 5/ 6 E 8 m2 115.00 920.00

SUNDRIES

BQ 2/ 5/ 6 F 1 item 4,313.00 4,313.00


COLLECTION

Page BQ2/5/1 66,926.00

Page BQ2/5/2 9,555.00

Page BQ2/5/3 37,372.00

Page BQ2/5/4 73,545.00

Page BQ2/5/5 102,254.00

Page BQ2/5/6R1 12,257.00

CONCRETE WORKTo Summary 301,909.00

including moulds; reinforcement & bedding in mortar with Gabro aggregate

REINFORCED PRE CAST CONCRETE GRADE 700PC

Hollowcore precast suspended slab,150 mm thick overall as specified;including reinforcenet and associated building works as necessary

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



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BILL NO.2/6BLOCK WORK

BQ 2/ 6/ 1/ A 150mm walls 59 m2 48.00 2,832.00 BQ 2/ 6/ 1/ B 200mm walls 723 m2 48.00 34,704.00

BQ 2/ 6/ 1/ C 100mm walls 468 m2 51.00 23,868.00 BQ 2/ 6/ 1/ D 150mm walls 135 m2 51.00 6,885.00

PROTECTION

BQ 2/ 6/ 1/ EAllow for protection all the work in this section

1 item 863.00 863.00

BLOCK WORK

To Summary 69,152.00

Hollow concrete blocks bedded and joined in class 2 mortar

Solid concrete blocks bedded and joined in class2 mortar



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BILL NO.2/7ROOFING

ROOF SCREEDS

BQ 2/ 7/ 1/ A Average 70mm thick 360 m2 23.00 8,280.00 BQ 2/ 7/ 1/ B 40 x 40 mm cant fillet 134 m 3.00 402.00

BITUMINOUS ROOF COVERING

BQ 2/ 7/ 1/ C Covering on trowelled beds laid to falls 360 m2 24.00 8,640.00

BQ 2/ 7/ 1/ D 134 m 10.00 1,340.00

BQ 2/ 7/ 1/ E 134 lm 10.00 1,340.00


INSULATION AND PROTECTION

BQ 2/ 7/ 2/ A 360 m2 16.00 5,760.00

Permeable filter membrane as specifiedBQ 2/ 7/ 2/ B To roof laid on insulation 360 m2 3.00 1,080.00

Ultra violet protectin :toBQ 2/ 7/ 2/ C Roofs 1 m2 10.00 10.00

precast concrete tile paving,loosely laidBQ 2/ 7/ 2/ D 500X500X40 mm,to roofs 25 m2 42.00 1,050.00

Protective covering;ballast;toBQ 2/ 7/ 2/ E Roofs;50mm thick 345 m2 13.00 4,485.00 BQ 2/ 7/ 2/ F Roofs 100mm thick 1 m2 21.00 21.00


Cement-sand screed on con. Roof,laid to falls and cross falls 1:100

Single layer polymer modified bituminous sheet roofing fully "torch-on" bonded to screed roof

Skirting 350mm girth;one end dressed over angle fillet,other end dressed into and including25X20 groove sealed with UV resistant approved 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 approved sealant

Extruded polystyrene closed cell insulation board laid on roof covering with rebated edges

50mmthick,laid loose with tight,stagered joints on water proofing membrane



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Accessories; aluminium alloy BQ 2/ 7/ 3/ A Strainer; 250x250 mm 1 No 50.00 50.00

Accessories; galvanized steel

BQ 2/ 7/ 3/ B 1 m 40.00 40.00 BQ 2/ 7/ 3/ C Rainwater spout; 75mm diameter 3 No 150.00 450.00

PROTECTION

BQ 2/ 7/ 3/ DAllow for protection all the work in this section

1 item 575.00 575.00

TESTING BQ 2/ 7/ 3/ E Water test the work in this section 1 item 575.00 575.00


COLLECTION

Page BQ2/7/1 20,002.00

Page BQ2/7/2 12,406.00

Page BQ2/7/3 1,690.00

ROOFINGTo Summary 34,098.00

ACCESSORIES & SUNDRY ITEMS FOR COVERINGS

Reglet, 20x20 mm dovetail section with backing code and sealant



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BILL NO.2/8

DOORS

BQ 2/ 8/ 1 A Type D1;900x2100 mm 18 No 597.00 10,746.00 BQ 2/ 8/ 1 B TypeD3;700x2100 mm 12 No 464.00 5,568.00 BQ 2/ 8/ 1 C Type D3a;700X2100 mm,with undercut 4 No 497.00 1,988.00 BQ 2/ 8/ 1 D TypeD4;700x2100 mm 1 No 266.00 266.00

BQ 2/ 8/ 1 E Type D, 1300x2100mm 4 No 1,971.00 7,884.00

BQ 2/ 8/ 1 F Type D2;800x21000mm one hour fire rated 8 No 603.00 4,824.00

BQ 2/ 8/ 1 G Door size;600X1200mm 6 No 778.00 4,668.00


8.CARPENTRY, JOINERY & IRON MONGERY

Wood flush doors, 45mm thick,with plywood facings and hardwood lipping for painting;as drg.1129-3059 and specified

Hardwood panelled doors;45mm thick;finished with clear polyurethene varnish finish incluing bottom brush inserts

Wood flush doors;45mm thick;one hour fire rated;plywood facedand hardwood lipping for painting

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



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BQ 2/ 8/ 2/ A Electrical cupboard;1500X2530 1 No 1,533.00 1,533.00

Doors frames;meranti for clear finish;asBQ 2/ 8/ 2/ B Type A;45X230mm 22 m 77.00 1,694.00

Door frames;meranti for painting;as specified

BQ 2/ 8/ 2/ C Type C;45X130mm 176 m 62.00 10,912.00

BQ 2/ 8/ 2/ D Type C;45X130mm 40 m 62.00 2,480.00

BQ 2/ 8/ 2/ E 25X235 60 m 20.00 1,200.00

Architraves;meranti for paintingBQ 2/ 8/ 2/ F 20X50 442 m 11.00 4,862.00

Architraves;meranti for clean finishBQ 2/ 8/ 2/ G 20X50mm 44 m 11.00 484.00


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 mongery.

Door frames;meranti for fire rated doors;including intumescent strips and softwood subframes;as specified

Window airconditiner frames;preservative treated softwood



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SUNDRIES

BQ 2/ 8/ 3/ A Closets 7 No 51.00 357.00

BQ 2/ 8/ 3/ B 10X30mm 144 m 10.00 1,440.00

IRON MONGERY

BQ 2/ 8/ 3/ C Door lock sets complete 47 No 383.00 18,001.00 BQ 2/ 8/ 3/ D Hinges 153 No 22.00 3,366.00 BQ 2/ 8/ 3/ E Flush bolts 4 No 55.00 220.00 BQ 2/ 8/ 3/ F Door closer,non hold open 12 No 164.00 1,968.00 BQ 2/ 8/ 3/ G Eye hole niewer 4 No 27.00 108.00

BQ 2/ 8/ 3/ H 4 No 164.00 656.00 BQ 2/ 8/ 3/ J Door stops 52 No 22.00 1,144.00

BQ 2/ 8/ 3/ K 4 No 164.00 656.00 BQ 2/ 8/ 3/ L Coat hooks 48 No 33.00 1,584.00 BQ 2/ 8/ 3/ M Master key schedule 1 item 274.00 274.00


Wood furring,6mm plywood fixed to meranti support ,to

Perimeter trim to suspended ceilings;meranti for painting;plugged and screwed to block work

Ironmongery;from an approved manufacture,fixed in accordance with manufacture's recommendation;all as specified and to the approval of the Engineer

Flat No;etched brass shet with QO logo;size 250X120X30mm

Lever action flush bolt with dust excluding sockets



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BQ 2/ 8/ 4 A 80X50mm Railing 11 m 66.00 726.00

CLOSETS

BQ 2/ 8/ 4 B 1290X3100X600 mm deep 8 No 2,190.00 17,520.00 BQ 2/ 8/ 4 C 1800X3100X600mm deep 4 No 2,957.00 11,828.00

BQ 2/ 8/ 4 D 150X150X130mm long 46 No 219.00 10,074.00 BQ 2/ 8/ 4 E 150X150X1900mm long 6 No 241.00 1,446.00 BQ 2/ 8/ 4 F 150X150X3200mm long 2 No 274.00 548.00

PROTECTION

BQ 2/ 8/ 4 GAllow for protecting all the work in this section

1 Item 274.00 274.00


COLLECTION

Page BQ2/8/1 35,944.00

Page BQ2/8/2 23,165.00

Page BQ2/8/3 29,774.00

Page BQ2/8/4 42,416.00


Red meranti hardwood profiled railing fixed to metal balustrades complete including clear varnish finish

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

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

CARPENTRY,JOINERY & IRONMONGERY



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BILL NO.2/10METAL WORKWINDOWS, DOORS & THE LIKE

BQ 2/ 10/ 1 A 29 No 1,314.00 38,106.00

BQ 2/ 10/ 1 B 4 No 717.00 2,868.00

BQ 2/ 10/ 1 C 8 No 717.00 5,736.00

BQ 2/ 10/ 1 D 1 No 6,688.00 6,688.00

BQ 2/ 10/ 1 E 4 No 5,016.00 20,064.00


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 Drg 1129-3059Window Type W1; horizontally sliding sashes; 900 x 1200 mm

window/Ventilator Type V1; bottom projected hung ; 800 x 800 mm

Window/ Ventilator Type V1a; bottom projected hung window with translucent glass ; 800 x 800 mm

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 Drg 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.

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



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HANDRAILS AND BALUSTRADES

BQ 2/ 10/ 2/ A Balustrade 1085 mm high, level 5 m 288.00 1,440.00 BQ 2/ 10/ 2/ B Balustrade 1085 mm high, raking 7 m 316.00 2,212.00

LADDERS

BQ 2/ 10/ 2/ C 400 mm wide, 7000 mm high 1 No 1,610.00 1,610.00 BQ 2/ 10/ 2/ D 400 mm wide, 2400 mm high 1 No 575.00 575.00

KITCHEN & LAUNDRY CABINET UNITS

BQ 2/ 10/ 2/ E Counter cabinets 3000 x 900 high 4 No 4,005.00 16,020.00 BQ 2/ 10/ 2/ F Counter cabinets 1300 x 900 high 4 No 2,015.00 8,060.00 BQ 2/ 10/ 2/ G Counter cabinets 1600 long x 900 high 4 No 2,045.00 8,180.00 BQ 2/ 10/ 2/ H Counter cabinets 500 long x 2150 high 4 No 1,205.00 4,820.00 BQ 2/ 10/ 2/ J Counter cabinets 2000 long x 600 high 4 No 1,510.00 6,040.00

BQ 2/ 10/ 2/ KCounter cabinets open type 350 long x 800 high

4 No 462.00 1,848.00

BQ 2/ 10/ 2/ LCounter cabinets open type 480 longx 900 high

4 No 840.00 3,360.00


Steel tubular balustrade and wooden railing measured elsewhere as Drg. 1129-3063

Steel access ladders; including fixing brackets; as specified

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



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BQ 2/ 10/ 3 AWall cabinets open type(corner)700x800 high

4 No 515.00 2,060.00 BQ 2/ 10/ 3 B wall cabinet 900 long x 800 high 4 No 730.00 2,920.00 BQ 2/ 10/ 3 C Wall cabinet 2400 long x 800 high 4 No 1,925.00 7,700.00 BQ 2/ 10/ 3 D Counter cabinets 1900 x 900 high(laundry) 4 No 2,645.00 10,580.00

SINAGE

BQ 2/ 10/ 3 E 1 No 300.00 300.00


COLLECTIONPage 2/10/1 73,462.00

Page 2/10/2 54,165.00

Page 2/10/3 23,560.00

METAL WORKTo Summary 151,187.00

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)

Sinage at the entrance of building block number, 300 x 200 mm x 3mm thick stainless steel plate finished with embossed marking Engineer aproval



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BILL NO. 2/11PLUMBING AND DRAINAGE

11.14 PUMPS

BQ 2/ 11/ 1/ A Lift pump;duty 1.00 LPSA at 2.50 bar head 4 No 4,200.00 16,800.00

11:2 WASTE DISPOSAL AND DRAINAGE

BQ 2/ 11/ 1/ B 32mm 20 m 22.00 440.00 BQ 2/ 11/ 1/ C 50mm 56 m 30.00 1,680.00

BQ 2/ 11/ 1/ D 75mm 15 m 35.00 525.00 BQ 2/ 11/ 1/ E 110mm 105 m 39.00 4,095.00 BQ 2/ 11/ 1/ F Extra for bend 10 No 35.00 350.00 BQ 2/ 11/ 1/ G Extra for junction 22 No 54.00 1,188.00


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

11:21 SANITARY DRAINAGE AND VENT SYSTEM

uPVC pipes and fittings to BS 5255 with solvent welded joints;including fittings;nominal bore

uPVC pipes and fittings to BS 4514 for above ground pipes with elastomeric sealing rings;nominal bore



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BQ 2/ 11/ 2 A Extra for connection to floor gully 10 No 65.00 650.00 BQ 2/ 11/ 2 B Extra for connection to WC and bidet 8 No 70.00 560.00

BQ 2/ 11/ 2 C 75mm 12 m 35.00 420.00 BQ 2/ 11/ 2 D Extra for bend 2 No 36.00 72.00 BQ 2/ 11/ 2 E 110mm 204 m 39.00 7,956.00 BQ 2/ 11/ 2 F Extra for bend 16 No 35.00 560.00 BQ 2/ 11/ 2 G Extra for junction 20 No 54.00 1,080.00 BQ 2/ 11/ 2 H Extra for connection to floor gully 11 No 65.00 715.00 BQ 2/ 11/ 2 J Extra for connection to floor clean out 6 No 70.00 420.00 BQ 2/ 11/ 2 K Extra for connection to Wc and bidet 8 No 70.00 560.00

BQ 2/ 11/ 2 L type FG 21 No 325.00 6,825.00

BQ 2/ 11/ 2 M Type FCO;110mm 6 No 425.00 2,550.00

BQ 2/ 11/ 2 N Grease interceptor ,size 600X600mm 2 No 2,500.00 5,000.00


uPVC pipes and fittings to BS 4514 for above ground pipes with elastomeric sealing rings;nominal bore-(Cont'd)

uPVC pipes and fittings to BS 4660 for below ground pipes ;nominal bore

Floor drains uPVC body with integral seepage pan,clamping collar and adjustable head strainer body

Floor clean out on PVC pipes with 178mmX178mm square frame with anchor lugs and cover plate

Cast iron grease interceptor complete with heavy duty cover,galvanized steel sediment bucket,baffles,connection vent etc.



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Rodding eye as specifiedBQ 2/ 11/ 3/ A Type RE;to 110mm pipe 4 No 425.00 1,700.00

BQ 2/ 11/ 3/ B 75mm 2 No 45.00 90.00 BQ 2/ 11/ 3/ C 110mm 10 No 50.00 500.00

11.22 RAIN WATER DRAINAGE

BQ 2/ 11/ 3/ D 75mm 25 m 35.00 875.00 BQ 2/ 11/ 3/ E Extra for bends 3 No 36.00 108.00

Roof drains,uPVC large sump,elevated dome

BQ 2/ 11/ 3/ F Type RD-1 nominal bore 80mm 3 No 375.00 1,125.00

11.24 PLUMBING FIXTURES

BQ 2/ 11/ 3/ G Wash basins size 680;ref.SW1 8 No 836.00 6,688.00 BQ 2/ 11/ 3/ H Wash basins size 680;Ref SW2 4 No 627.00 2,508.00


Vent cowls,uPVC type slotted cap for solvent welding;key terrain 150 or approved equal,nominal bore

uPVC pipes and fittings to BS 4514 for above ground pipes with elestomeric sealing rings;nominal bore

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.



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BQ 2/ 11/ 4 A Water closets;Ref.SW3 12 No 831.00 9,972.00 BQ 2/ 11/ 4 B Bidets;ref.SW4 8 No 575.00 4,600.00 BQ 2/ 11/ 4 C Viterous china shelf;Ref SWA1 12 No 78.00 936.00

BQ 2/ 11/ 4 D 12 No 63.00 756.00

BQ 2/ 11/ 4 E 8 No 105.00 840.00

BQ 2/ 11/ 4 F 16 No 63.00 1,008.00 BQ 2/ 11/ 4 G Tooth brush holder with shelf;Ref.SWA6 8 No 63.00 504.00 BQ 2/ 11/ 4 H Towel ring ;Ref SWA7 4 No 52.00 208.00 BQ 2/ 11/ 4 J Toilet roll holder with shelf;Ref.SWA8 12 No 63.00 756.00 BQ 2/ 11/ 4 K Pernial spary trigger type;Ref.SWA9 12 No 131.00 1,572.00 BQ 2/ 11/ 4 L Curtail rail with shower curtain 8 No 209.00 1,672.00

BQ 2/ 11/ 4 MBath tubs with shower (4 way mixer);ref.SW5

8 No 941.00 7,528.00 BQ 2/ 11/ 4 N Kitchen sinks with swivel nozzle mixer 4 No 523.00 2,092.00

Plumbing Fixtures-(Cont'd)BQ 2/ 11/ 4 P Laundry sinks;ref.SW6 4 No 941.00 3,764.00


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.

Viterous china recessed soap holder size-150mm;Ref.SWA3

Viterous china recessed soap holder size-300mm;Ref.SWA4

Viterous china towel rail brackets with acrylic rail;Ref.SWA5



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Miscellaneuos fixtures and fittings

BQ 2/ 11/ 5 A 12 No 125.00 1,500.00

11.3 LIQUIDS SUPPLY

BQ 2/ 11/ 5 B 15mm 195 m 30.00 5,850.00 BQ 2/ 11/ 5 C 22mm 38 m 35.00 1,330.00 BQ 2/ 11/ 5 D 28mm 99 m 45.00 4,455.00

BQ 2/ 11/ 5 E 35mm 45 m 59.00 2,655.00 BQ 2/ 11/ 5 F 42mm 53 m 95.00 5,035.00 BQ 2/ 11/ 5 G 54mm 29 m 125.00 3,625.00


15mm diameter X300mm long inlet pipe;chrome plated with chrome plated escutcheon plate;for W.C cistern

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 masonry

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 masonry



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BQ 2/ 11/ 6 A 28mm 28 m 55.00 1,540.00

BQ 2/ 11/ 6 B 16mm diamter pipes including fittings 257 m 38.00 9,766.00

BQ 2/ 11/ 6 C 4 No 375.00 1,500.00 BQ 2/ 11/ 6 D Ditto suitable for 3 No. branch connections 8 No 325.00 2,600.00 BQ 2/ 11/ 6 E Ditto suitable for 2 No. branch connections 8 No 275.00 2,200.00


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

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

Cold water system istribution boxes complete with access doors and frames as detailed on drawings 1129-1002-001; concealed fixing to walls including all associated builers works

Distribution box suitable for 4 No.branch connections



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BQ 2/ 11/ 7 A Roof water storage tanks;450 US gallons 4 No 1,800.00 7,200.00 BQ 2/ 11/ 7 B Ground water storage tank;4000 US gallons 1 No 12,000.00 12,000.00

Gate valve to BS 5154,nominal boreBQ 2/ 11/ 7 C 28mm 6 No 56.00 336.00

BQ 2/ 11/ 7 D 4 No 1,825.00 7,300.00

BQ 2/ 11/ 7R1E 15mm 12 No 36.00 432.00 BQ 2/ 11/ 7R1F 22mm 31 No 54.00 1,674.00 BQ 2/ 11/ 7R1G 28mm 10 No 60.00 600.00 BQ 2/ 11/ 7R1H 35mm 9 No 70.00 630.00 BQ 2/ 11/ 7R1J 42m 6 No 105.00 630.00


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

Calibrated water meter to Kahra maa approval,with cabinet as specified,connecting to pipeworks

Meter ;connecting to the disribution line of ach individual flat

Isolating valve and the like complete as specified with screwed ends; jointing to copper pipeworks



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BQ 2/ 11/ 8 A 54mm 5 No 165.00 825.00 BQ 2/ 11/ 8 B 22mm non-return valve 2 No 40.00 80.00 BQ 2/ 11/ 8 C 28mm non-return valve 4 No 60.00 240.00 BQ 2/ 11/ 8 D 16mm valve installed in distribution boxes 52 No 48.00 2,496.00

BQ 2/ 11/ 8 E Flexible connections to 28mm pipe works 4 No 175.00 700.00

BQ 2/ 11/ 8 F Stainers;screed to 28mm diameter 4 No 90.00 360.00

PIPEWORKS INSULATION

BQ 2/ 11/ 8 G 53 m 60.00 3,180.00


Isolating valve and the like complete as specified with screwed ends;jointing to copper pipe works

Flexible connections;seemless bronze tubing with annular corrugations coverd with high tensile bronze braid suitable for 1030 Kpa cold water working pressure

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

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 pipework



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BQ 2/ 11/ 9 A Ditto;to 35mm diameter pipework. 46 m 42.00 1,932.00 BQ 2/ 11/ 9 B Ditto;to 28mm diameter pipework. 123 m 30.00 3,690.00 BQ 2/ 11/ 9 C Ditto;to 28 mm diameter pipework. 34 m 27.00 918.00 BQ 2/ 11/ 9 D Ditto;to 15 mm diameter pipework. 28 m 25.00 700.00

KITCHEN WATER FILTERS

BQ 2/ 11/ 9 E 4 No 910.00 3,640.00 11.32 DOMESTIC HOT WATER

BQ 2/ 11/ 9 F 15mm 178 m 30.00 5,340.00 BQ 2/ 11/ 9 G 22mm 35 m 35.00 1,225.00 BQ 2/ 11/ 9 H 28mm 40 m 45.00 1,800.00 BQ 2/ 11/ 9 J 35mm 28 m 59.00 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.

Undersink type including dedicated tap/faucet outlet,fixing brackets,flexible tubing and connections to 15 mm diameter water supply pipe

Half hard drawn copper pipe and fitting to BS 2871 table X or approved equal including all fittings and accessories nominal bore



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BQ 2/ 11/ 10 A 16mm diameter pipes including fittings 203 m 38.00 7,714.00

BQ 2/ 11/ 10 B 8 No 325.00 2,600.00 BQ 2/ 11/ 10 C Ditto suitable for 2 No branch connections 4 No 275.00 1,100.00 BQ 2/ 11/ 10 D Ditto suitable for 1 No branch connections 8 No 110.00 880.00

BQ 2/ 11/ 10 E 15mm 2 No 36.00 72.00 BQ 2/ 11/ 10 F 22mm 10 No 54.00 540.00 BQ 2/ 11/ 10 G 35mm 4 No 70.00 280.00

BQ 2/ 11/ 10 H 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

Hot water system distribution boxes comete with access doors and frames as deatailed on drawing 1129-1002-001 ;concealed fixing to walls including all associated builders works

Distribution box suitable for 3 No branch connections

Isolating valve and the like complete as specified with screwed ends;jointing to copper pipeworks

16mm valve installed in distribution boxes(measured seperately)



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PIPEWORKS INSULATION

BQ 2/ 11/ 11 A 28 m 42.00 1,176.00 BQ 2/ 11/ 11 B Ditto; to 28 mm Diameter pipework 40 m 30.00 1,200.00 BQ 2/ 11/ 11 C Ditto; to 22 mm Diameter pipework 35 m 27.00 945.00 BQ 2/ 11/ 11 D Ditto; to 15 mm Diameter pipework 178 m 25.00 4,450.00

BQ 2/ 11/ 11 E Water heater; 200 liters, 6.00 KW 4 No 4,000.00 16,000.00

BQ 2/ 11/ 11 F Booster pump;duty 1.5 L/S @ 2 bar 4 No 4,500.00 18,000.00


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.

25mm Thick insulation to 35 mm diameter pipework.

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 ceiling mounting brackets

Single booster pump set comprising 1 No pump,integral preasure vessel,valves,gauges factory wired control panels and preasure switches etc;



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BQ 2/ 11/ 12 A 4 Set 5,000.00 20,000.00

11.41 FIRE FIGHTING EQUIPMENT

BQ 2/ 11/ 12 B Portable fire extinguishers, Type FE-1 4 No 375.00 1,500.00 BQ 2/ 11/ 12 C Fire blankets, Type FB 4 No 295.00 1,180.00

BQ 2/ 11/ 12 D Trenches,average 750 mm deep 57 m 29.00 1,653.00

Granular material as specified.

BQ 2/ 11/ 12RE 57 m 14.00 798.00

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 delivery pipework.

H.W Recirulating pump ; duty 0.10 LPS at 2.00 bar head

SANITARY DRAINAGE OUTSIDE THE BUILDING (WITHIN THE PLOT CARTILEDGE)

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

Beds and surrounds ; 150 mm thick to 1 No.160 mm diameter pipe.

uPVC pipes and fittings to BS 4660 for bellow ground pipes; nominal bore



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BQ 2/ 11/ 13 A 2 No 1,500.00 3,000.00

BQ 2/ 11/ 13 B 3 No 1,600.00 4,800.00

BQ 2/ 11/ 13 C 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 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 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 250 -500 mm depth to invert level



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11:9 BUILDERS WORK

BQ 2/ 11/ 14 A 1 Item 1,150.00 1,150.00

BQ 2/ 11/ 14 B 1 Item 1,150.00 1,150.00

BQ 2/ 11/ 14 C 1 Item 1,150.00 1,150.00

11.92 ELECTRICAL WORK

BQ 2/ 11/ 14 D 1 Item 1,150.00 1,150.00

SUNDRIES TO PLUMBING AND

Allow for the followingBQ 2/ 11/ 14 E Testing and commissioning 1 Item 2,300.00 2,300.00

PROTECTION

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

1 item 1,150.00 1,150.00


11:9 OTHER WORK IN CONNECTION WITH PLUMBING

In connection with plumbing installations include for the following

Holes and chases in walls and floors for pipes and making good finishes and scaling water proofing etc. arround pipes

Building in brackets and the like and making 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 providing flashings and sealing.

Include all electrical work in connection with plumbing installation



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COLLECTION

Page 2/11/1 25,078.00

page 2/11/2 27,368.00

page 2/11/3 13,594.00

page 2/11/4 36,208.00

page 2/11/5 24,450.00

page 2/11/6 17,606.00

page 2/11/7 30,802.00

page 2/11/8 7,881.00

page 2/11/9 20,897.00

page 2/11/10 15,106.00

page 2/11/11 41,771.00

page 2/11/12 27,753.00

page 2/11/13R1 10,300.00

page 2/11/14R1 8,050.00

page 2/11/15

PLUMBING AND DRAINAGETo Summary 306,864.00



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BILL NO.5/12

12:12 PIPE WORK

BQ 2/ 12/ 1 A 25 mm 240 M 26.00 6,240.00

12:21 DUCT WORK

Low velocityBQ 2/ 12/ 1 B 250 x 125 mm 20 M 105.00 2,100.00


12:43 AIR HANDLING EQUIPMENT12:43.1 EXHAUST FANS

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

VENTILATION AND AIR-CONDITIONING

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

Galvanized steel ductwork to ASTM A526-71 minimum zinc coated 351 g/m2, jointed and suported as detailed on Drawings and as specified

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



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12:43.2 AIR-CONDITIONING UNITS

BQ 2/ 12 2 C 24 No 1,150.00 27,600.00

BQ 2/ 12 2 D 2 No 1,307.00 2,614.00

12:91 BUILDER'S WORK

BQ 2/ 12 2 E 1 Item 2,091.00 2,091.00


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

Type AC-01, nominal cooling capacity 5.30 KW, air flow 215 lps

Type AC-02, nominal cooling capacity 7.04 KW, air flow 300 lps

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.



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12:92 ELECTRICAL WORK

BQ 2/ 12/ 3 A 1 Item 523.00 523.00

Allow for the following:

BQ 2/ 12/ 3 B Testing and commissioning 1 Item 261.00 261.00

PROTECTION

BQ 2/ 12/ 3 CAllow for protecting all the work in this section

1 Item 261.00 261.00


COLLECTION

page 2/12/1 8,340.00

page 2/12/2 63,673.00

page 2/12/3 1,045.00

VENTILATION AND AIRCONDITIONING


Include all electrical work in connection with Ventilation works from electrical outlet to the equipment

SUNDRIES TO VENTILATION AND AIR CONDITIONING



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BILL NO.2/1313. ELECTRICAL INSTALLATION

BQ 2/ 13/ 1/ A 1 No 10,500.00 10,500.00

BQ 2/ 13/ 1/ B10 ways TPN Distibution Board, Ref.DB-1& 2

2 No 4,360.00 8,720.00 BQ 2/ 13/ 1/ C 12 ways SPN Distibution Board, Ref.DB-C 1 No 2,800.00 2,800.00

BQ 2/ 13/ 1/ D 2 No 4,360.00 8,720.00


13.16 DISTIBUTION, SUBDISTRIBUTION AND FINAL BRANCH CIRCUIT PANEL

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 TP and 2 nos. 40 amp SP spare breakers

Lighting/power panelboards in dust and vermin proof enclosure, complete with busbars, incoming MCCB with outgoing MCB's, ELCB's and spare MCB's as shown on Drwg.1129-4053 sheet 001, including connection, fixing accessories, earthing etc.

10 ways TPN Distibution Board, Ref.DB-1& 3 &4



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BQ 2/ 13/ 2/ A 1 Item 2,400.00 2,400.00

BQ 2/ 13/ 2/ B 1 Item 250.00 250.00

BQ 2/ 13/ 2/ C 150 mm x 150 mm 8 m 50.00 400.00

BONDING

BQ 2/ 13/ 2/ D 1 Item 500.00 500.00

13.19 EARTHING SYSTEM (EXTERNAL)

BQ 2/ 13/ 2/ E Complete earthing system 1 item 2,500.00 2,500.00


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 & trunking excluded)

4c x 25 mm 2 XLPE/SWA/PVC + 1 X 16 mm 2 PVC/ECC cables serving DB-1,2,3 &4 from SMB

2c x 10 mm 2 XLPE/SWA/PVC + 1 X 16 mm 2 PVC/ECC cables serving DB-1,2,3 &4 from SMB

13.18 CONDUITS, WIRES, SUPPORTING SYSTEMS AND RELATED ACCESSORIES

Galvanized steel trunking complete including bends,tees and all other accessories

Complete bonding to trunking, water heaters & pumps to earth

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



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13.31 GENERAL LIGHTINGINSTALLATION

BQ 2/ 13/ 3 A 66 No 280.00 18,480.00

BQ 2/ 13/ 3 B 4 No 300.00 1,200.00

BQ 2/ 13/ 3 C 8 No 1,160.00 9,280.00

BQ 2/ 13/ 3 D 12 No 280.00 3,360.00

BQ 2/ 13/ 3 E 1 No 440.00 440.00

BQ 2/ 13/ 3 F 20 No 300.00 6,000.00

BQ 2/ 13/ 3 G 1 item 1,750.00 1,750.00

BQ 2/ 13/ 3 H 5 No 450.00 2,250.00


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

Supply to a designated store packed spare material

5% of total lighting fixture quantity minimum one no.for each lighting type(provisional)

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 area



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BQ 2/ 13/ 4 A 1 Item 17,640.00 17,640.00

BQ 2/ 13/ 4 B General lighting switch,one way ,one gang 22 No 20.00 440.00 BQ 2/ 13/ 4 C General lighting switch,one way ,two gang 4 No 25.00 100.00 BQ 2/ 13/ 4 D General lighting switch,one way ,three gang 12 No 32.00 384.00 BQ 2/ 13/ 4 E General lighting switch,two way ,one gang 10 No 22.00 220.00 BQ 2/ 13/ 4 F General lighting switch,two way ,two gang 24 No 28.00 672.00 BQ 2/ 13/ 4 G General lighting switch,two way ,three gang 1 No 36.00 36.00

BQ 2/ 13/ 4 H 13 amp switched socket outlet-twin 36 No 130.00 4,680.00 BQ 2/ 13/ 4 J 13 amp switched socket outlet-single 73 No 110.00 8,030.00 BQ 2/ 13/ 4 K Ditto;weathrproof 1 No 200.00 200.00


Allow for obtaining white card from Kahra maa,including liason with Kahra maa,including any statuatory fee.

13.41 WIRING DEVICES, DISCONNECTORS AND LV DISTRIBUTION TRANSFORMER

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

Socket outlet completely installed,including boxes,plates ,conduits,conduit boxes,feeding circuits from panel boards to outlets and between outlets,earthing ,fixings and accessories.



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BQ 2/ 13/ 5/ A 45 amp flex outlets for A/C units 26 No 45.00 1,170.00 BQ 2/ 13/ 5/ C Ditto;for handwashr dryer 4 No 45.00 180.00 BQ 2/ 13/ 5/ D Ditto;washing machine 4 No 45.00 180.00 BQ 2/ 13/ 5/ E 20amp DP switch for A/C units 26 No 35.00 910.00 BQ 2/ 13/ 5/ F Ditto;for dish washer 4 No 35.00 140.00

BQ 2/ 13/ 5/ G 4 No 210.00 840.00 BQ 2/ 13/ 5/ H 13 amp/5 amp switched spur unit 8 No 120.00 960.00 BQ 2/ 13/ 5/ J 13 amp/5 amp unswitched spur unit 4 No 120.00 480.00

Isolator,complete as specified including support

BQ 2/ 13/ 5/ K 1 No 200.00 200.00

BQ 2/ 13/ 5/ L 20 amp DP isolators,weathrproof for pumps 16 No 225.00 3,600.00

BQ 2/ 13/ 5/ M 4 No 300.00 1,200.00


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 cooker controll unit complete with DP switch and flex outlet

15 amp DP isolators,weatherproof for TV,swiched box

32 amp DP isolators,weathrproof for central water heater



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BQ 2/ 13/ 6 A 205 mm2 in bathroom 16 No 110.00 1,760.00

BQ 2/ 13/ 6 B 4.0 mm2 in kitchen 4 No 140.00 560.00

BQ 2/ 13/ 6 C 4 No 250.00 1,000.00

BQ 2/ 13/ 6 D 4 No 40.00 160.00

13.61 TELEPHONE INSTALLATION

BQ 2/ 13/ 6 E 1 No 350.00 350.00

BQ 2/ 13/ 6 F 1 No 450.00 450.00

BQ 2/ 13/ 6 G 2 No 350.00 700.00


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

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.

Door entrance system,including door bell push button and chime

Chime;including conduits,power supply,fittings,fixings ,wiring,earthing and termination accessories.

Door push-button including conduit,conduit box,wiring to chime,fixings and termination accessories

Telephone outlet boxes and junction boxes including conduits and draw wires(as shown on drawings)

Recess mounted service box 300X300mm including termination module

Main telephone junction box 400X400X100mm-TJB/M-G including termination module

Secondary telephone junction box 300X300X100mm-TJB/G1 and G2 including termination module



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BQ 2/ 13/ 7 A 2 No 250.00 500.00

BQ 2/ 13/ 7 B 18 No 125.00 2,250.00

Telephone wiring

BQ 2/ 13/ 7 C 1 Item 4,500.00 4,500.00

13.84 TELEVISION SYSTEM

BQ 2/ 13/ 7 D 4 No 250.00 1,000.00

BQ 2/ 13/ 7 E 1 No 275.00 275.00

BQ 2/ 13/ 7 F 18 No 125.00 2,250.00

BQ 2/ 13/ 7 G 1 Item 4,500.00 4,500.00

FIRE ALARM SYSTEMBQ 2/ 13/ 7 H Stand alone smoke detector 8 No 250.00 2,000.00 BQ 2/ 13/ 7 J Stand alone heat detector 4 No 250.00 1,000.00


Telephone outlet boxes and junction boxes including conduits and draw wires(as shown on drawing)

Ditto; 150X150X100mm -TJB/M-F1 and F2 including termination module

Outlet boxes including cover plate matching with other electrical wiring accessories

4 pair/CAT5e telephone cable through 25mm dia.Rigid PVC conduits

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)

TV control boxes;300X300X100mm including splitter

TV switcher box with weatherproof enclosure,protected to IP-54

TV outlet box including cover plate matching with other electrical wiring accessories

Coaxial cable through 25mm dia rigid PVC conduits



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BQ 2/ 13/ 8 A 1 Item 500.00 500.00

BQ 2/ 13/ 8 B 1 Item 200.00 200.00

BQ 2/ 13/ 8 C 1 Item 200.00 200.00

BQ 2/ 13/ 8 D 1 Item 300.00 300.00

13.91 BUILDER'S WORK

BQ 2/ 13/ 8 E 8 m 75.00 600.00

BQ 2/ 13/ 8 F 8 m 75.00 600.00


SUNDRIES IN CONNECTION WITH ALL ELECTRICAL INSTALLATION

Allow for testing and commissioning the installations as work proceeds and on completion as detailed in specification

Allow for providing and submitting the required number of copies of maintenance and operation manuals as detailed in the specification.

Allow for preparing shop and construction drawings and providing the required number of copies of "as built"drawings a detailed in the specification.

Allow for marking the position and cutting or forming holes,mortises chases and the like in any surface and making good all work disturbed

Cable duct bank at 600mm deep with heavy gauge PVC conduit and concrete encasement for

1X50 mm diameter PVC duct(for telephone incoming cable)

1X150mm diameter PVC duct(for power incoming cable)



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BQ 2/ 13/ 9 A Lighting point including lighting switch point 1 Item 345.00 345.00 BQ 2/ 13/ 9 B Socket outlet point 1 Item 345.00 345.00 BQ 2/ 13/ 9 C outlet point 1 Item 345.00 345.00 BQ 2/ 13/ 9 D Equipment and control gear point 1 Item 345.00 345.00

PROTECTION

BQ 2/ 13/ 9 EAllow for protecting all the work in this section

1 Item 345.00 345.00


COLLECTION

Page BQ 2/13/1 30,740.00

Page BQ 2/13/2 6,050.00

Page BQ 2/13/3 42,760.00

Page BQ 2/13/4 32,402.00

Page BQ 2/13/5 9,860.00

Page BQ 2/13/6 4,980.00

Page BQ 2/13/7 18,275.00

Page BQ 2/13/8 2,400.00

Page BQ 2/13/9 1,725.00

ELECTRICAL INSTALLATIONTo Summary 149,192.00

Cutting away for and making good after the electrical works



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BILL NO.2/14FINISHINGS

PLASTER AND RENDERING

BQ 2/ 14/ 1/ A Walls & Columns, 15mm thick, internal 1,547 m2 26.00 40,222.00 BQ 2/ 14/ 1/ B Walls & Columns, 20mm thick, external 845 m2 26.00 21,970.00 BQ 2/ 14/ 1/ C Ceilings;15mm thick;internal 518 m2 13.00 6,734.00 BQ 2/ 14/ 1/ D Ceilings;15mm thick;sloping;internal 12 m2 13.00 156.00

Cement-sand plaster;to receive wall tiles;toBQ 2/ 14/ 1/ E Walls, 15mm thick 344 m2 26.00 8,944.00

Cement-sand plaster above false ceiling;toBQ 2/ 14/ 1/ F Ceilings;15mm thick;internal 79 m2 13.00 1,027.00 BQ 2/ 14/ 1/ G Walls 95 m2 13.00 1,235.00

SCREEDS AND FLOOR TOPPINGSCement-sand screeds,to receive grid finishes, to

BQ 2/ 14/ 1/ H Floors, 40mm thick 10 m2 10.00 100.00 BQ 2/ 14/ 1/ J Floors, 50mm thick 44 m2 13.00 572.00 BQ 2/ 14/ 1/ K Floors, 63mm thick 465 m2 16.00 7,440.00 BQ 2/ 14/ 1/ L Floors, 75mm thick 65 m2 19.00 1,235.00


Cement sand plaster,including all stainless steel accessories and polypropylene fibre micro reinforcement finish in two coats with steel trowel



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Cement-sand screeds,to receive grid finishes

BQ 2/ 14/ 2 A Treads, 20mm thick 7 m2 8.00 56.00 BQ 2/ 14/ 2 B Risers, 40mm thick 5 m2 10.00 50.00

RIGID TILE AND SLAB FINSIHES

BQ 2/ 14/ 2 C To floors, 20mm thick 44 m2 189.00 8,316.00 BQ 2/ 14/ 2 D Landings;30mm thick 5 m2 236.00 1,180.00 BQ 2/ 14/ 2 E Skirtings, 100 mm high,20mm thick 46 m 52.00 2,392.00 BQ 2/ 14/ 2 F Skirtings 80 mm high,20mm thick 29 m 52.00 1,508.00

BQ 2/ 14/ 2 G 49 m 167.00 8,183.00 BQ 2/ 14/ 2 H Risers;115X20mm thick 49 m 58.00 2,842.00

BQ 2/ 14/ 2 J 18 m 81.00 1,458.00 BQ 2/ 14/ 2 K Saddle;Type A,130X30mm 24 m 115.00 2,760.00 BQ 2/ 14/ 2 L Saddle;Type A,230X30mm for door AD1 4 m 196.00 784.00

BQ 2/ 14/ 2 M 1 item 1,610.00 1,610.00

BQ 2/ 14/ 2 N 1 Item 920.00 920.00

BQ 2/ 14/ 2 P 1 Item 575.00 575.00


Granite fixed with mortar including grouting joints with approved sealant to

Stair treads,330X30mm,with projecting front edge and non-slip nosing;as specified

Strings;100mm average high;20mm thick;to profile of treads and risers;raking skirting 80mm highX20mm thick

Supply to a designated store neatly packed spare material

5% of total tile quantity (for wall&floor) for each type (provisional)

5% of total quantity of natural stone of each type (provisional)

5% of total false ceiling tiles quantity for each type(provisional)



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BQ 2/ 14/ 3 A Floor tiles, 200X200X30mm thick 10 m2 39.00 390.00 BQ 2/ 14/ 3 B Skirtings, 100mm high 12 m 14.00 168.00

BQ 2/ 14/ 3 B To floors 137 m2 71.00 9,727.00

BQ 2/ 14/ 3 C To floors 448 m2 83.00 37,184.00

BQ 2/ 14/ 3R2D To walls 476 m2 66.00 31,416.00

BQ 2/ 14/ 3 E 404 m 46.00 18,584.00

Allow for following

BQ 2/ 14/ 3 F 1 item 1,725.00 1,725.00


Precast terrazo tiles in white portaland cement with marble chips

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

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

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

100mm high coved porcelain skirting to match floor tiles

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



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SUSPENDED CEILINGS

BQ 2/ 14/ 4 A Horizontal ceilings 137 m2 115.00 15,755.00

GRC DECORATIVE SCREENS

BQ 2/ 14/ 4 A Flat screens;size 2090X2760 overall 1 No 2,614.00 2,614.00

BQ 2/ 14/ 4 B 12 No 1,516.00 18,192.00

SUNDRY ITEMS FOR FINISHES

BQ 2/ 14/ 4 C to grade slab at ground floors 75 m2 16.00 1,200.00 BQ 2/ 14/ 4 D to slabs at first floor 75 m2 16.00 1,200.00

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 fittings.

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 drawings(PVC pipe covered elsewhere)

Projected screens;size 2090X1070 overall,605 projection; including bottom screen

4mm think proprietary waterproof membrane torched to surface under floor finish and flashing;to



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Neoprene pads,as specifiedBQ 2/ 14/ 4 E 120mm width,25mm thick 5 m2 19.00 95.00

PROTECTIONBQ 2/ 14/ 4 F Allow for protecting all the work in this 1 Item 863.00 863.00


COLLECTION

Page BQ2/14/1 89,635.00

Page BQ2/14/2 32,634.00

Page BQ2/14/3 99,194.00

Page BQ2/14/4 39,919.00

FINISHINGSTo Summary 261,382.00



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BILL NO.2/1515. GLAZING

GENERAL GLAZING

BQ 2/ 15 1/ A Glazing to metal 38 m2

BQ 2/ 15 1/ B Glazing to metal 4 m2

BQ 2/ 15 1/ C Glazing to metal 6 m2

MIRRORS

BQ 2/ 15 1/ D Mirror size 400X600 mm 16 No 98.00 1,568.00

PROTECTION

BQ 2/ 15 1/ EAllow for protecting all the work in this section

item Included

GLAZINGTo Summary 1,568.00

Double glaze unit overall 24mm thick comprising of 6mm thick clear float glass on inner face and 6mm solar reflective glass on outer face and 12mm airspace in between

Double glaze unit overall 24mm thick comprising of 6mm thick clear float glass on inner face and 6mm solar reflective glass on outer face and 12mm airspace in between

Single 8mm thick georgian wire reinforced glass

6mm polished plate glass silvered and copper backed mirrors,with 3mm chamfered edges;including fixing clips and hardboard packing



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BILL NO.2/1616. PAINTING & DECORATING

PAINTING

BQ 2/ 16/ 1/ A Walls 1,550 m2 9.00 13,950.00 BQ 2/ 16/ 1/ B Ceilings 469 m2 9.00 4,221.00

BQ 2/ 16/ 1/ C Walls 200 m2 10.00 2,000.00

BQ 2/ 16/ 1/ DSealer and two coat oil paint above false ceiling

95 m2 10.00 950.00 BQ 2/ 16/ 1/ E ceilings 44 m2 10.00 440.00 BQ 2/ 16/ 1/ F Soffit of slabs above false ceiling 79 m2 10.00 790.00

BQ 2/ 16/ 1/ GSurfaces of ladder,400mm wide,7000mm high

1 No 173.00 173.00

BQ 2/ 16/ 1/ HSurfaces of ladder,400mm wide,2400mm high

1 No 115.00 115.00 BQ 2/ 16/ 1/ J General metal surfaces 20 m2 32.00 640.00 BQ 2/ 16/ 1/ K Surfaces of balustrade;1085 high 15 m 21.00 315.00


Sealer and two coats acrylic/alkyd emulsion paint on plastered surface

Sealer and two coats alkyd oil paint on plastered surface

Two undercoats and one coat gloss finish alkyd oil paint on ready primed metal surface



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BQ 2/ 16/ 2/ A General wood surfaces 183 m2 35.00 6,405.00

BQ 2/ 16/ 2/ B General surfaces 22 m2 35.00 770.00

Textured surface coatings;to plaster

BQ 2/ 16/ 2/ C Walls 845 m2 18.00 15,210.00

PROTECTION

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

1 Item 575.00 575.00


COLLECTION

Page BQ2/16/1 23,594.00

Page BQ2/16/2 22,960.00

PAINTING & DECORATINGTo Summary 46,554.00

BILL NO.2/17GENERAL MAINTENANCE AND REPAIR

BQ 2/ 17/ 1/ A 1 Item 25,000.00 25,000.00

GENERAL MAINTENANCE AND REPAIR


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

Three coats clear polyurethene varnish on wood surfaces

Allow for QR.25000.00(Qr.twenty five thousand only) for general repair and maintenance .This sum shall be used at discretion of Engineer(Provisional)



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BILL NO 2SUMMARY

BQ 2/ 3/ EXCAVATION AND EARTHWORKS 7,612.00 BQ 2/ 5/ CONCRETE WORKS 301,909.00 BQ 2/ 6/ BLOCK WORK 69,152.00 BQ 2/ 7/ ROOFING 34,098.00 BQ 2/ 8/ CARPENTRY,JOINERY & IRON MONGERY 131,299.00 BQ 2/ 10/ METAL WORK 151,187.00 BQ 2/ 11/ PLUMBING 306,864.00 BQ 2/ 12/ VENTILATING & AIR CONDITIONING 73,058.00 BQ 2/ 13/ ELECTRICAL INSTALLATION 149,192.00 BQ 2/ 14/ FINISHINGS 261,382.00 BQ 2/ 15/ GLAZING 1,568.00 BQ 2/ 16/ PAINTING AND DECORATING 46,554.00 BQ 2/ 17/ GENERAL MAINTENANCE 25,000.00

TOTAL BILL NO.2 BUILDING BLOCKS 1,558,875.00

TO GENERAL SUMMARY

TOTAL FOR 46 BUILDING BLOCKS 71,708,250.00

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

BREAKDOWN OF ACCOMPLISHMENT INTERIM VALUATION NO. 21

Item Description


Qty Unit Rate

BILL NO.3/1SHADED CARPARKING

A16 No 36,363.00 581,808.00

B18 No 24,385.00 438,930.00

C8 No 12,406.00 99,248.00

Page 3/1/1R1 To Collection QR 1,119,986.00

Amount Qr Dhs

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

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



CONTRACTOR: SHANNON TRADINGDUKHAN HOUSING PROJECT PHASE V, PACKAGE - 1

BREAKDOWN OF ACCOMPLISHMENT BILL NO : 04 - WATER TANK

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Item # Description Qty Unit Rate

BILL NO.4/1EXCAVATION AND EARTHWORKSExcavate foundation pit

BQ 4/ 1/ 1/ A Not exceeding 1.50m deep 9 m3 21.00 189.00 BQ 4/ 1/ 1/ B Trenches not exceeding 1.5 m deep 2 m3 21.00 42.00

FillingBQ 4/ 1/ 1/ C 4 m3 7.00 28.00 BQ 4/ 1/ 1/ D Approved imported fill material in 3 m3 20.00 60.00

Disposal

BQ 4/ 1/ 1/ E 7 m3 12.00 84.00 TERMITE CONTROL

BQ 4/ 1/ 1/ F 1 Item 230.00 230.00

TO SUMMARY 633.00

BILL NO.4/2CONCRETE WORKIN SITU CONCRETE

BQ 4/ 2/ 1/ A 50 mm blinding 47 m2 28.00 1,316.00 BQ 4/ 2/ 1/ B 75 mm blinding 6 m2 34.00 204.00

BQ 4/ 2/ 1/ C isolated foundations 2 m3 426.00 852.00 BQ 4/ 2/ 1/ D plinth 3 m3 426.00 1,278.00 BQ 4/ 2/ 1/ E Pedestal 1 m3 426.00 426.00 BQ 4/ 2/ 1/ F Plinth beam 2 m3 426.00 852.00 BQ 4/ 2/ 1/ G Grade slab 3 m3 426.00 1,278.00

BQ 4/ 2/ 1/ H Beams 2 m3 380.00 760.00 BQ 4/ 2/ 1/ J Columns 2 m3 380.00 760.00

Amount QR

backfilling around foundations with selected excavated material;laid in layers of 150 mm thickness,watered ,rolled and

Remove surplus excavated material from siteEmulsive concrete termiticide consists of chloropyris or linden chemical eliments,diluted and apply as per the manufacturer

Antitermite treatment;to all the places as specified in the project specifications

EXCAVATION AND EARTHWORKS

Plain in-situ concrete grade 20 OPC;grade 20N/mm2;plain with Gabro and microsilica

Plain in situ concrete grade 30 OPC;grade 30N/mm2;plain with Gabro and micro silica

Re-inforced in situ concrete grade 30 OPC



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Item # Description Qty Unit Rate Amount

QR

REINFORCEMENT

BQ 4/ 2/ 1/ K Bar reinforcement in various diamet 900 kg 3.00 2,700.00

BQ 4/ 2/ 1/ L Grade slab 6 m3 20.00 120.00


FORMWORKSawn formwork

BQ 4/ 2/ 2/ A 5 m2 31.00 155.00 BQ 4/ 2/ 2/ B To vertical sides of plinth beams 16 m2 31.00 496.00 BQ 4/ 2/ 2/ C 4 m2 31.00 124.00 BQ 4/ 2/ 2/ D To vertical sides of columns 9 m2 31.00 279.00 BQ 4/ 2/ 2/ E To sides and soffits of beams 16 m2 31.00 496.00

PRECAST/INSITU CONCRETE

BQ 4/ 2/ 2/ F Lintel;overall size 200X200 mm 2 m 32.00 64.00 SUNDRIES

BQ 4/ 2/ 2/ G To surfaces of concrete (Horizontal 58 m2 21.00 1,218.00 BQ 4/ 2/ 2/ H To surfaces of concrete (Vertical) 20 m2 21.00 420.00

BQ 4/ 2/ 2/ J Set vertically 20 m2 21.00 420.00 BQ 4/ 2/ 2/ K Set horizontally 4 m2 21.00 84.00


High yield steel bar reinforcement as specified

Polypropylene fibre micro reinforcement for grade slab

To Vertical sides of pad foundations

To vertical sides of columns(pedestals)

Precast reinforced concrete grade 30 OPC units,including reinforcement,bedded and jointed in mortar

Bituthene 8000 HC or equal and approved as specified

3 mm thick Servipack"protection board or similar approved



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QR

Expansion Joints

BQ 4/ 2/ 3/ A 12mm "Korpak"filler set vertically 3 m2 86.00 258.00 BQ 4/ 2/ 3/ B 12X10mm Polysulphide sealant 26 m 7.00 182.00

Cement and sand screed as specifiedBQ 4/ 2/ 3/ C protective screeded bed;40mm thick 47 m2 13.00 611.00

Proprietary fillet as specifiedBQ 4/ 2/ 3/ D Fillet;champer edge 25 mm 46 m 3.00 138.00

Construction joints as specifiedBQ 4/ 2/ 3/ E construction joints 1 Item 288.00 288.00

To collection 1,477.00

Collectionpage 4/2/1 10,546.00 page 4/2/2 3,756.00 page 4/2/3 1,477.00

CONCRETE WORKTO SUMMARY 15,779.00

BILL NO.4/3BLOCKWORK

BQ 4/ 3/ 1/ A 20 mm wall 40 m2 47.00 1,880.00 BQ 4/ 3/ 1/ B 1 Item 173.00 173.00

BQ 4/ 3/ 1/ C 200 mm wall 6 m2 52.00 312.00

BQ 4/ 3/ 1/ BLOCKWORKTO SUMMARY 2,365.00

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

Hollow concrete blockwork laid on cement sand mortar

extra for filling voids solid with concreteSolid concrete blockwork laid on cement sand mortar



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QR

BILL NO.4/4METAL WORK

BQ 4/ 4/ 1/ A Door Type;MD1-size 1000X2200 1 No 3,036.00 3,036.00

BQ 4/ 4/ 1/ B Water spouts 2 No 115.00 230.00 METALWORKSTO SUMMARY 3,266.00

BILL NO 4/5FINISHINGSIN-SITU FINISHINGS

BQ 4/ 5/ 1/ A To concrete or blockwork walls 159 m2 26.00 4,134.00

BQ 4/ 5/ 1/ B 19 m2 100.00 1,900.00 BQ 4/ 5/ 1/ C To skirting;100 mm overall high 26 m2 12.00 312.00

Protection

BQ 4/ 5/ 1/ D Allow for protection in this section 1 Item 230.00 230.00 FINISHESTO SUMMARY 6,576.00

Hollow metal door with frame type-D,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

50 mm rain water galavanized spout outlets as specified in drawing 1129-3036

20 mm cement and sand render(external quality)with steel trowelld finish including stainless stell accessories and fibres

100 mm thick cement and sand (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 ENGINEERTo floors;100 mm overall thickness;laid on concrete base



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QR

BILL NO.4/6PAINTING AND DECORATING

BQ 4/ 6/ 1/ A To rendered walls(external) 159 m2 16.00 2,544.00

PAINTING AND DECORATINGTO SUMMARY 2,544.00

SUMMARY

4/ 1/ 1 EXCAVATION AND EARTH WORKS 633.00 4/ 2/ 4 CONCRETE WORK 15,779.00 4/ 3/ 1 BLOCKWORK 2,365.00 4/ 4/ 1 METAL WORK 3,266.00 4/ 5/ 1 FINISHES 6,576.00 4/ 6/ 1 PAINTING AND DECORATING 2,544.00

TOTAL BILL NO.4 WATER TANK YARD 31,163.00

TOTAL FOR 23 WATER TANK YARD 716,749.00

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

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Item DescriptionWORKS ACCORDING TO BOQ

Qnty Unit Rate

BILL NO.5/1HARDSCAPING AND FEATURES

A 7,900 m3 23.00 181,700.00

CONCRETE PAVIOURS

B 12,078 m2 81.00 978,318.00


Amount Qr Dhs

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

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 compacted

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

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Qnty Unit Rate Amount

Qr Dhs

A 424 m2 173.00 73,352.00

B Poles and sleeves for Volleyball Courts as specified 1 No 5,750.00 5,750.00

C Extra for ground marking in reflective paint 1 Item 805.00 805.00

D Extra for flexcel and construction joints as specified 1 Item 575.00 575.00

E Kerbs;75X250 mm high;straight and 8,140 m 58.00 472,120.00


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 the Engineer

Grade slab for Volleyball Court;laid on 75mm thick screed over compacted fill

Hydraulically pressed precast concrete Grade SRC20 Garden Kerb as detail 1,Drawing No.1129-3547 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.

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Qr Dhs

LANDSCAPE,FURNITURE AND FEATURES

A 16 no 3,726.00 59,616.00

B Ditto;Curved 8 no 4,140.00 33,120.00


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,disposal etc.;all as specified and to the approval of the Engineer

seating bench;size overall 1800X600X790mm high from finished level

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Qr Dhs

A 1 No 132,308.00 132,308.00

B 1 No 146,510.00 146,510.00

C 1 No 44,160.00 44,160.00

Page 5/1/4R1 To Collection QR 322,978.00

Shade structure as shown on Drawing No.1129-3561 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

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.1129-3553 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

Wooden pergola;octagonal type;overall size 6000X6000X3732mm high

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Qr Dhs

CAR WASH

A Car wash;size-9450X10360X1200mm high 2 No 255,175.00 510,350.00

CHAINLINK FENCING AND GATES

B 49 m 575.00 28,175.00

CHILDREN'S PLAY AREA

C Excavation;400mm deep 892 m2 12.00 10,704.00

D 357 m3 108.00 38,556.00

Page 5/1/5R1 To Collection 587,785.00

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

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.

Fencing;3000 mm height above finished ground level

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

Filling the excavated pits with washed and well seived sand

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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 2,716,119.00

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Qty Unit Rate Qr

BILL NO.6/1

SOFTLANDSCAPING

GENERAL EARTHWORK

EXCAVATION

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 1,512 m2 12.00 18,144.00

F For grass areas;minimum 300deep 8,032 m2 12.00 96,384.00


Amount Qr

Dhs

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

Excavate pits including disposal of excavated material and preparation of formation levels to receive planting medium

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

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Qty Unit Rate Qr Amount

Qr Dhs

PLANTING MEDIUM

A For large trees;1200X1200X1200 mm deep minimum 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 454 m3 60.00 27,240.00

F For grass areas(minimum 300deep) 2,410 m3 60.00 144,600.00


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

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

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Qr Dhs

TREES,PLANTS AND GROUND COVERS

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


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

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Qr Dhs

A Phoneix dactylfera 15 No 2,070.00 31,050.00

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


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

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

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Qr Dhs

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


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

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Qr Dhs

A Wadelia trilobata 384 M2 12.00 4,608.00

B Rue 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 Rheo discolour 40 M2 21.00 840.00

Supply and plant following grass as specified

G pospalam vaginatum 8,032 M2 16.00 128,512.00

MAINTENANCE

H 1 Item 241,500.00 241,500.00

J 1 Item included up

K 1 Item included up


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

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)

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

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Qr Dhs

IRRIGATION INSTALLATIONS

A 1 Item 11,500.00 11,500.00

B 1 Item 230,000.00 230,000.00

C 1 Item 41,400.00 41,400.00

D 1 Item 207,000.00 207,000.00


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

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

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

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)

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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 QR 1,492,755.00

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Qty Unit Rate Qr

BILL NO.7/1DEMOLITION AND SITE PREPARATION

Note

Electrical work

A 370 m 127.00 46,990.00

B 160 m 127.00 20,320.00

C 1 Item 27,600.00 27,600.00

D 1 Item 23,000.00 23,000.00

(Page 7/1/1R1) To Collection QR 117,910.00

Amount Qr Dhs

Bidders are advised to visit site and understand exactscope prior to quoting and required demolition work for understanding the job.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.

Demolish the exixting HV cables with manholes,dispose off debris,level the site and handover HV cable to QP

Demolish the exixting LV cables with manholes,dispose off debris,level the site

Remove all the substationequipment of 88-SS-860 and handover to QP

Demolish the existing substation 88-SS-850 and 88-SS-860 dispose off debris and level the site

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Qty Unit Rate Qr Amount Qr Dhs

Electrical work(Cont'd)

A 1 Item 19,550.00 19,550.00

B 1 Item 8,050.00 8,050.00

C 200 m 426.00 85,200.00

D 2 Set 2,875.00 5,750.00

Telecommunication work

D Length of the existing cable to be demolished 90 m 144.00 12,960.00

E 120 m 207.00 24,840.00


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

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

Provide and lay 11 KV, 3 core cables size to match existing cable as item B above

Allow the joining 11KV,3 core cables including all necessary material and spares

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.

length of the new route to be constructed (including 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

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Sewerage System

A 1 Item 23,000.00 23,000.00

B Sewer line 250 m 138.00 34,500.00

C Manhole 6 No 1,725.00 10,350.00

D 1 No 431,250.00 431,250.00

E 5 No 2,875.00 14,375.00


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

Design and 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

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

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A water line(approximate length-1110) 1 Item 97,750.00 97,750.00

B demolish and dispose off existing fire hydrant 4 No 345.00 1,380.00

Road works

C 1 Item 20,700.00 20,700.00

D 1 Item 13,800.00 13,800.00

E 1 Item 40,250.00 40,250.00

F 1 Item 57,500.00 57,500.00


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

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

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

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

Allow for any other works deemed necessary to complete demolition and rerouting of existing services in accordance with contract condition and QP conditions

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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 QR 1,019,115.00

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BILL NO.7/2

1000 V CABLES

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

EARTH CONDUCTORS

F 1cX150 sq mm 5,810 m 38.00 220,780.00

G 1cX25 sq mm 470 m 8.00 3,760.00

(Page 7/2/1R1) To Collection QR 2,206,430.00

ELECTRICAL POWER SUPPLY AND DISRIBUTION

Supply and lay 1000 V multicore cables, copper conductor,XLPE insulated,steel wire armoured,PVC oversheathed,complet with jointing and termination kits,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)

Single core,copper conductor,PVC oversheathed complte with jointing and termination material and all necessary accessories

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A 1000 V cables;4cX300 sq mm 4,370 m 17.00 74,290.00

B 1000 V cables;4cX240 sq mm 1,440 m 17.00 24,480.00

C 1000 V cables;4cX35 sq mm 370 m 17.00 6,290.00

D 1000 V cables;4cX16 sq mm 100 m 17.00 1,700.00

E 1000 V cables;4cX2.5 sq mm 400 m 17.00 6,800.00

SUB-MAIN BOARD (SMB)

F 17 No 17,940.00 304,980.00

(Page 7/2/2) To Collection QR 418,540.00

Marker Tape and Protection Tiles for Electric cables

Outdoor sub main board(SMB) ,suitable for installation on a concrete base,with all associated civil work,aluminium lockable dorr and complete with 630 Amp TPN busbars,incoming 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.

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

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ROAD CROSSING DUCTS

A 12X150mm PVC pipes "type D-5" 20 m 3,036.00 60,720.00

B 12X150mm PVC pipes"type D-3" 40 m 2,358.00 94,320.00

MANHOLE

D Manhole size;1200X1200X800mm high 5 No 6,670.00 33,350.00


Note:For all following Bill of Quantities Item are to be included for supply and installation

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

Construction of electrical manholes including all civil works,excavation,R.C.C ,concrete protection and heavy duty manhole cover to QP specification;all complete as per Engineer-in -charge

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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


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BILL NO.7/3TELECOMMUNICATION

DUCTS IN TRENCHES

A 4X90mm cunduit (type D54) 325 m 161.00 52,325.00

B 2X90mm conduit (type D54) 1,825 m 124.00 226,300.00

C 1X50mm conduit (type D54) 450 m 105.00 47,250.00

UNDERGROUND JOINTING/DRAW BOXES

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


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.

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

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UNDERGROUND JOINTING/DRAW BOXES

A Manhole 20 No 11,500.00 230,000.00

TELEPHONE CABLE

B 100 pair 750 m 38.00 28,500.00

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 18,900 m 13.00 245,700.00


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

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

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

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TELEPHONE CABINET

A telephone cabinet 1 No 28,750.00 28,750.00

B 100 pair(provisional) 18,900 m 51.00 963,900.00

SUPERVISION

C 1 Item 80,500.00 80,500.00


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

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

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

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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 QR 2,069,755.00

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BILL NO.7/4SEWERAGE SYSTEM

TRENCHES

A Trench not exceeding 1.5 m depth to invert 463 m 161.00 74,543.00

B 168 m 322.00 54,096.00

C Trench not exceeding 1.5m depth to invert 948 m 190.00 180,120.00

D 539 m 345.00 185,955.00

E 582 m 702.00 408,564.00

PIPEWORKS

F 200 mm diameter pipe 623 m 155.00 96,565.00

G 250 mm diameter pipe 147 m 293.00 43,071.00


Excavate trench for house connection pipes not exceeding 160mm diameter;including backfilling

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

Excavate trench for pipe exceeding 160mm and not exceeding 300mm diameter including backfilling

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

Trench exceeding 3.0 but not exceeding 5.0 m depth to invert

Supply of uPVC pipe including all fittings to be laid in excavated trenches

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A 250 mm diameter 485 m 201.00 97,485.00

B 300 mm diameter 814 m 242.00 196,988.00

C 160 mm diameter pipe 631 m 115.00 72,565.00

D 4 No 173.00 692.00

BEDDING

E To house connection pipes 125 m 144.00 18,000.00

F To main pipes not exceeding 300 mm diameter 970 m 207.00 200,790.00

G To house connection pipes 506 m 224.00 113,344.00

H To main pipes not exceeding 300 mm diameter 1,099 m 334.00 367,066.00


Supply of ESVC pipe including all fittings to be laid in excavated trenches

supply of Vitrified clay pipe including all fitting and laying

Extra end plug, 150 mm diameter with pipes 1000 mm

Granular bed and surround as specified and detailed on drawings

Mass concrete SRC 20 including all formwork as concrete surround to pipes including compressible board and concrete blinding as per specification and instruction of Engineer-in-charge

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MANHOLES

A Shallow type; not exceeding 4.0 m deep 60 No 12,650.00 759,000.00

B 6 No 16,100.00 96,600.00

C 20 No 24,150.00 483,000.00

MISCELLANEOUS WORKS

D 6 No 2,300.00 13,800.00

E 4 No 1,150.00 4,600.00


Cast insitu lined manholes as detailed on the drawings including excavation, back-filling, disposal of surplus soil, insitu concrete base and surround ,G.R.C lining material, waterproof membrane for external surfaces, GRP ladders, ductile iron frame and cover, channels,benching etc.

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

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

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

Future connection 250 dia pipes 1000 mm long ends plugged.

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HOLDING TANK

A 5 No 345,000.00 1,725,000.00


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.

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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 5,191,844.00

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BILL NO.7/5WATER SUPPLY

A Trench not exceeding 1.5 m depth 4,346 m 115.00 499,790.00

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

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


Excavation trench for the pipes not exceeding 150mm dia.including backfillig

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 made for accessories,specials etc.

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

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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 4,346 m 7.00 30,422.00

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


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 -in-charge

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 are included)

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

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A 7 No 575.00 4,025.00

B 3 m3 1,150.00 3,450.00

C trench not exceeding 1.5 m depth 810 m 86.00 69,660.00

D 150 mm dia.D.I pipe 810 m 213.00 172,530.00

E 150 mm dia.D I pipe 810 m 7.00 5,670.00


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

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

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

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

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 specification and direction of the Engineer-in-charge.

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A 810 m 7.00 5,670.00

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 27 Lot 8,625.00 232,875.00

E 5 No 575.00 2,875.00

F 5 m3 1,150.00 5,750.00


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 are included)

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

Supply,fitting,fixing 80 mm dia fire hydrant (underground type) including supply of all the specials as per the direction of Engineer-in-charge

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

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

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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


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BILL NO.7/6ROADS AND SURFACE DRAINAGE

Note:Aggregate for all road works shall be"Gabro"EXCAVATION AND EARTHWORK

Excavation and disposal

A 8,550 m3 9.00 76,950.00

Earth Filling

B 2,565 m3 14.00 35,910.00

Capping Material

C 8,385 m3 29.00 243,165.00

TRAFFIC SIGNS

5 No 828.00 4,140.00

D Sign reference No.2032 No 828.00 1,656.00

E Sign reference No.3046 No 1,035.00 6,210.00

F Sign reference No.3142 No 1,104.00 2,208.00

G Combined Sign reference No.309/4142 No 1,104.00 2,208.00

H Combined Sign reference No.309/415


Excavation over site to reduce levels for roads from existing level

Selected filling over site to make up levels under roads

Capping Material:The soaked CBR should be 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(as Qatar traffic signs Manual);including supports

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A Combined Sign reference No.309/416 2 No 1,104.00 2,208.00

B 6 No 8,280.00 49,680.00

C Bus stop signage similar to sign reference No.410 8 No 1,380.00 11,040.00

D Bollards 10 No 414.00 4,140.00

ROAD MARKING

Solid lines

E 100 mm width(Parking line) 1,710 m 8.00 13,680.00

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


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

Traffic signs(as Qatar traffic signs Manual);including supports at locations identified by Engineer.

Directional / Building identification signage reference No.108

Removable posts or bollarads; tubular steel; including cast in concrete pipe,

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

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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 26 No 78.00 2,028.00

EXTERNAL WORKS AND SERVICES

Granular filling(quarry scalping)

E 21,950 m2 66.00 1,448,700.00

F 20,960 m2 49.00 1,027,040.00

Bituminous macadam paving

G 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


Lane arrows (at locations identified) reference No.514

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

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

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

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A 3,448 m 56.00 193,088.00

B 6,451 m 78.00 503,178.00

C Flush kerb,150X250 mm;straight and curved 1,182 m 85.00 100,470.00

D 7,114 m2 132.00 939,048.00

E 4,827 m2 106.00 511,662.00

Road Drainage

F 149 No 1,035.00 154,215.00

G 107 No 9,200.00 984,400.00

H 1,043 m 207.00 215,901.00

J 107 No 2,875.00 307,625.00


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

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

Non mountable kerb,150X300 mm ,straight and curved

80 mm thick interlocking blocks including 50 mm sand,150 mm granular base course(for over compacted sub grade,CBR>15%,parking only)(Excluding side walks driveways)

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

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

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

Providing and laying 150 mm dia pipes including all ancillary works

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

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Resurfacing

A 1 Item 207,000.00 207,000.00

Spare duct

B Duct type;ref;D8(12 m length) 4 No 8,280.00 33,120.00

Duct type;ref;D6(12 m length) 6 No 6,210.00 37,260.00




Resurfacing with 180mm average MD4 asphaltic concrete in addition to terms included in item#4.2

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

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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


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BILL NO.7/7STREET LIGHTING

A 8,920 m 66.00 588,720.00

B 2 No 24,150.00 48,300.00

C 95 No 3,703.00 351,785.00


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

4CX 16 sq mm cables,copper conductor XLPE 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)

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

8 m lighting column with one 150 w high presssure sodium luminaire complete with control gear,internal cabling,mounting bracket and all necessary accessories

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A 103 No 1,719.00 177,057.00

B 184 No 1,265.00 232,760.00

C 42 No 688.00 28,896.00

D 35 No 4,600.00 161,000.00

E 95 No 920.00 87,400.00

F 103 No 748.00 77,044.00


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

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)

36 w flourescent lighting fixture for car park complete with control gear,internal cabling mounting bracket and all necessary accessories

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

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

reinforced concrete base for 8 m column complete with column anchor,bolts,anchor plate,nuts,washers,stell template and all necessary accessories.

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

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A 210 m 230.00 48,300.00

B 555 m 297.00 164,835.00

C 1 No 48,300.00 48,300.00

D 1 No 11,500.00 11,500.00

E 2 No 748.00 1,496.00



2X150 mm uPVC ducts laid under ground for road crossing including concrete tiles,draw wires ,plugs indicating tape and all necessary works and accessories as shown on the drawings,type "D-2"

Wiring of 36 w flourescent fixtures in covered car park through 25 mm dia GI conduit by three numbers 2.5 sq mm standared copper wire with necessary junction boxes as required from 15 amp MCB enclosure

30 m high mast lighting columns having winching and power tools for raising and lowering luminaire;with two numbers 2X400 w high pressure sodium luminaire complete with control gear,internal cabling,mounting bracket and all necessary accessories(concrete base measured separately)

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

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

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A 2 No 4,600.00 9,200.00



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

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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


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BILL No. 7 : INFRASTRUCTURE SUMMARY

1 DEMOLITION AND SITE PREPARATION(7/1/5) 1,019,115.00

2 2,813,360.00

3 TELECOMMUNICATION (7/3/4) 2,069,755.00

4 SEWERAGE SYSTEM (7/4/5) 5,191,844.00

5 WATER SUPPLY (7/5/5) 1,783,902.00

,6 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 24,109,685.00

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

DUKHAN HOUSING PROJECT PHASE V, PACKAGE - 1

PRIME COST AND PROVISIONAL SUM

BOQ DESCRIPTION UNIT AMOUNT REM2/5/6R1 Item F - For epoxy coating of rebars Item 4,313.00

2/13/3/R1 Item G - 5% for total bldg lighting fixture one no. for ea type Item 1,750.00 2/14/2/R1 Item M - 5% for total tile qty for wall & floor for ea type Item 1,610.00 2/14/2/R1 Item N - 5% for total qty of natural stone of ea type Item 920.00 2/14/2/R1 Item P - 5% for total qty of ceiling tiles for ea type Item 575.00 2/17/1/R1 Item A - for general repair and maintenance Item 25,000.00

Total per building Qr 34,168.00 46

No of bldgs 46.00

TOTAL AMOUNT (Prev) Qr 1,571,728.00

2/5/6R1 Item F Less amount for epoxy coating for rebars as per Site Instruction 3Amount = Qr4,313.00 x 46 bldgs (198,398.00)

Sub - Total Amount Qr 1,373,330.00 9.931240812Less discount : 9.931240812% of Sub-Total Amount (136,388.71)

TOTAL AMOUNT (New) Qr 1,236,941.29

Housing Project BOQ Billing Format

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