In terms of Rules 48 of Public Procurement Rules, 2004 Grievance Redressal Committee (GRC) is notified for the subject procurement and notification copy is available on the procuring agency’s website and on Authority’s website at (www.ppra.org.pk).
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
+92-345-567-2161
abrarahmad161@gmail.com
The following specific data for the procurement of Goods to be procured shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITB). Whenever there is a conflict, the provisions herein shall prevail over those in ITB.
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BDS Clause Number |
ITB Number |
Amendments of, and Supplements to, Clauses in the Instruction to Bidders |
A. Introduction |
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1 |
1.1 |
Name of Procuring Agency: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)) The subject of procurement is: CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE) Expected commencement date: Thursday, October 1, 2026 |
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2. |
2.1 |
Financial year for the operations of the Procuring Agency: 2026-27 Name and identification number of the Contract: P72208 |
| 3. | 3.1 | JV/Consortium or Association Allowed: Yes Number of JV/Consortium Members: 3 |
B. Bidding Documents |
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4. |
6.2 & 6.4 |
The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Thursday, August 13, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)) website and on EPADS v2.0. |
C. Preparation of Bids |
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| 6. |
8.1 |
List of documents required along with the bid:
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| 7. | 9.1 |
The qualification criteria to establish the supply / production capability of the bidder. see Eligibility Criteria |
| 8. | 11.2 |
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| 9. | 11.1 | Price schedule will be provided according to the format defined and acquired. see section price schedule. |
| 10. | 11.4 |
Specifications: see section of specifications. |
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11. |
11.5 & 13.5 |
The price shall be Fixed. |
| 12. |
14.1 |
Currency of the Bids shall be : PKR |
| 13. |
16.1 |
The Bids/Bid Validity period shall be: 120 Days |
| 14. |
17.1 |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Call at Deposit |
| 16. | 15.1 |
Alternative Bids to the requirements of the bidding documents will not be permitted. |
D. Submission of Bids |
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17. |
18.1 & 21.1 |
Bid shall be submitted online on EPADS v2.0 whereas hard copy of the bid security should be submitted to the following; ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province). Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Wednesday, August 19, 2026 11:00 AM |
E. Opening and Evaluation of Bids |
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18. |
24.1 |
The Bids opening shall take place on EPADS v2.0. Day : Wednesday Date: August 19, 2026 Time : 11:30 AM |
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19. |
30.2 |
Selection technique adopted will be: Least Cost Based Selection (LCBS) |
F. Award of Contract |
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20. |
41.1 & 41.2 |
The Performance guarantee shall: 5.00%. The Performance Guarantee shall be acceptable in the form of: Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee |
| 21. | 45.1 |
Arbitrator shall be appointed by mutual consent of the both parties. |
G. Review of Procurement Decisions |
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22. |
37 |
Grievance against this procurement shall be submitted online on EPADS v2.0. |
| Bidder's Type | Required Registration |
|---|---|
| Sole Proprietorship Partnership Firm Company (Private Limited) | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) FBR (GSTN) SECP PEC |
| Eligibility Criteria | Document |
|---|---|
| Attested CNIC soft form / hard form (All JV Partners), SECP Registration (In case of JV, lead partner must fulfil) OR Sole proprietorship, duly attested on non-judicial stamp paper, Valid FBR Registration and active ATL Listing (All partners), Valid professional Tax certificate (All partners), Valid PEC Licence C-2 with CE10, EE04 Codes (Commulative), Ownership / No litigation / No blacklisting affidavit on E-stamp of PKR 300 (All partners), Audited Fin. statements last 3 years (All partners) | Yes |
Least Cost Based Selection (LCBS)
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 100 | |
| General Experience | ||
| Projects of similar nature and complexity Completed / In hand in last ten years. (Minimum value Rs. 300 Million (M) or above) Mandatory Criteria: At least 03 projects of similar nature (as prescribed in description) must be completed / In hand NOTE: Work completion certificates or any other document validating the successful completion of claimed works must be provided (Qualitative)(Doc Required) | 10 | |
| Personnel Capabilities | ||
| Project Manager: 01 No. B.Sc / M.Sc Civil Engineer registered with Pakistan Engineering Council (PEC) with at least 15 years of relevant experience Note: Valid registration with PEC, valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required) | 10 | |
| Site Manager(s) Civil: 03 Nos. B.Sc / M.Sc Civil Engineers (01 no. for each site) registered with Pakistan Engineering Council (PEC) with at least 7 years of relevant experience Note: Valid registration with PEC, valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required) | 10 | |
| Site Manager Electrical: 01 No. B.Sc / M.Sc Electrical Engineer registered with Pakistan Engineering Council (PEC) with at least 7 years of relevant experience Note: Valid registration with PEC, valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required) | 10 | |
| Associates Engineers (DAE) Civil: 03 Nos. DAE Civil (01 no. for each site) with at least 10 years of relevant experience Notes: Valid educational certificate(s) , valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required) | 10 | |
| Associates Engineers (DAE) Electrical: 01 No. DAE Electrical with at least 10 years of relevant experience Notes: Valid educational certificate(s) , valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required) | 10 | |
| Surveyor(s): 02 Nos. Surveyors with at least 10 years of survey experience Notes: Valid educational certificate(s) , valid experience certificates bearing stamp of employer(s) explicitly mentioning the tenure of service and employment proof with the current company (Bidder) must be provided (Qualitative)(Doc Required) | 10 | |
| Equipment Capability | ||
| 03 Nos. Dumper Trucks 01 No. Excavator with all accessories 03 Nos. Concrete Mixer Machines 03 Nos. Vibrators 01 No. Mobile Crane 01 No. Total Station with all accessories 02 Nos. Levelling Instruments Notes: 1) Contractor (lead partner is case of JV) must submit an undertaking on non-judicial stamp paper that all the necessary / required equipment either owned or rented will be made available at site as per the site requirements (Qualitative)(Doc Required) | 10 | |
| Financial Soundness | ||
| Average Annual Turnover for the last 3 years must be Rs. 500 (M) or above (Qualitative)(Doc Required) | 10 | |
| Average Working Capital in last 3 years must be Rs. 100 (M) or above (Qualitative)(Doc Required) | 10 | |
Lot Title : CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)
Bid Security : 15000000 PKR
| Job | Delivery Schedule | Quantity |
|---|---|---|
| ASF Barracks for 192 personnel |
Address: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
Schedule: 545 Days
Quantity: 2/job
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2/job |
| 16 x MOQs (3 Bed) - G+3 (08 MOQs per Block) |
Address: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
Schedule: 545 Days
Quantity: 2/job
|
2/job |
| ASF 16 x JS apartments (2 bed) - G+3 (16 apartments per Block) |
Address: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
Schedule: 545 Days
Quantity: 1/job
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1/job |
No
Lot Title: CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)
Specifications / Requirements:
| Sr. No | Ref. No. | Description | Unit | Qty | Rate | Amount | |
|---|---|---|---|---|---|---|---|
| 1 | ASF Barracks Building works-01 | Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (2.135 m) | 100 Cft | 72378 | 1902.25 | One Thousand Nine Hundred Two Rupees and Twenty Five Paisas | 1376811 |
| 2 | ASF Barracks Building works-02 | Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a soloution using of confront TC or ABILITY 2.5 % EC (Fipronil as an active ingredient) or approved equivalent by spraying all around the sides of foundation, trenches, flooded under floor @ 1/2 Liters of chemical per % Sft) with water and spraying the solution of the area to be treated as completed as per direction of Engineer incharge (Based on P.No 428/199) | P.Sft | 18272 | 18.382 | Eighteen Rupees and Thirty Eight Paisas | 335876 |
| 3 | ASF Barracks Building works-03 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc. complete | 100 Cft | 7238 | 34306.426 | Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas | 2483099 |
| 4 | ASF Barracks Building works-04 | Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth. | 100 Cft | 21714 | 54298.006 | Fifty Four Thousand Two Hundred Ninety Eight Rupees and One Paisa | 11790269 |
| 5 | ASF Barracks Building works-05 | Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in column footing of required shape including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth. | 100 Cft | 136 | 61109.174 | Sixty One Thousand One Hundred Nine Rupees and Seventeen Paisas | 83108 |
| 6 | ASF Barracks Building works-06 | Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth. | 100 Cft | 586 | 66501.764 | Sixty Six Thousand Five Hundred One Rupees and Seventy Six Paisas | 389700 |
| 7 | ASF Barracks Building works-07 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth. | 100 Cft | 2766 | 64324.274 | Sixty Four Thousand Three Hundred Twenty Four Rupees and Twenty Seven Paisas | 1779209 |
| 8 | ASF Barracks Building works-08 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Ground Floor | 100 Cft | 2160 | 81591.034 | Eighty One Thousand Five Hundred Ninety One Rupees and Three Paisas | 1762366 |
| 9 | ASF Barracks Building works-09 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in First Floor. | 100 Cft | 1980 | 85527.078 | Eighty Five Thousand Five Hundred Twenty Seven Rupees and Eight Paisas | 1693436 |
| 10 | ASF Barracks Building works-10 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Second Floor | 100 Cft | 1980 | 88621.904 | Eighty Eight Thousand Six Hundred Twenty One Rupees and Ninety Paisas | 1754714 |
| 11 | ASF Barracks Building works-11 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in Ground Floor. | 100 Cft | 2460 | 74064.942 | Seventy Four Thousand Sixty Four Rupees and Ninety Four Paisas | 1821998 |
| 12 | ASF Barracks Building works-12 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in First Floor. | 100 Cft | 2460 | 78000.986 | Seventy Eight Thousand Rupees and Ninety Nine Paisas | 1918824 |
| 13 | ASF Barracks Building works-13 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in First Floor. | 100 Cft | 2534 | 81095.812 | Eighty One Thousand Ninety Five Rupees and Eighty One Paisas | 2054968 |
| 14 | ASF Barracks Building works-14 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Ground Floor | 100 Cft | 7238 | 71634.374 | Seventy One Thousand Six Hundred Thirty Four Rupees and Thirty Seven Paisas | 5184896 |
| 15 | ASF Barracks Building works-15 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in First Floor. | 100 Cft | 7238 | 96899.712 | Ninety Six Thousand Eight Hundred Ninety Nine Rupees and Seventy One Paisas | 7013601 |
| 16 | ASF Barracks Building works-16 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Second Floor | 100 Cft | 7238 | 99994.538 | Ninety Nine Thousand Nine Hundred Ninety Four Rupees and Fifty Four Paisas | 7237605 |
| 17 | ASF Barracks Building works-17 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100 Cft | 436 | 78451.898 | Seventy Eight Thousand Four Hundred Fifty One Rupees and Ninety Paisas | 342050 |
| 18 | ASF Barracks Building works-18 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in first floor. | 100 Cft | 436 | 82387.942 | Eighty Two Thousand Three Hundred Eighty Seven Rupees and Ninety Four Paisas | 359211 |
| 19 | ASF Barracks Building works-19 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor. | 100 Cft | 436 | 85482.768 | Eighty Five Thousand Four Hundred Eighty Two Rupees and Seventy Seven Paisas | 372705 |
| 20 | ASF Barracks Building works-20 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100 Cft | 660 | 88774.938 | Eighty Eight Thousand Seven Hundred Seventy Four Rupees and Ninety Four Paisas | 585915 |
| 21 | ASF Barracks Building works-21 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First floor | 100 Cft | 660 | 92710.982 | Ninety Two Thousand Seven Hundred Ten Rupees and Ninety Eight Paisas | 611892 |
| 22 | ASF Barracks Building works-22 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor | 100 Cft | 660 | 95805.808 | Ninety Five Thousand Eight Hundred Five Rupees and Eighty One Paisas | 632318 |
| 23 | ASF Barracks Building works-23 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Ground Floor | 100 Cft | 18 | 105537.964 | One Lakh Five Thousand Five Hundred Thirty Seven Rupees and Ninety Six Paisas | 18997 |
| 24 | ASF Barracks Building works-24 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement first Floor | 100 Cft | 18 | 109474.008 | One Lakh Nine Thousand Four Hundred Seventy Four Rupees and One Paisa | 19705 |
| 25 | ASF Barracks Building works-25 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Second Floor | 100 Cft | 18 | 112568.834 | One Lakh Twelve Thousand Five Hundred Sixty Eight Rupees and Eighty Three Paisas | 20262 |
| 26 | ASF Barracks Building works-26 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and ground floor. | P.Kg | 152696 | 395.43 | Three Hundred Ninety Five Rupees and Forty Three Paisas | 60380579 |
| 27 | ASF Barracks Building works-27 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and first floor | P.Kg | 51168 | 401.646 | Four Hundred One Rupees and Sixty Five Paisas | 20551423 |
| 28 | ASF Barracks Building works-28 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in projections for future extension in Second Floor | P.Kg | 51464 | 407.862 | Four Hundred Seven Rupees and Eighty Six Paisas | 20990210 |
| 29 | ASF Barracks Building works-29 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls more than 13-1/2 inches (343 mm) thick including scaffolding, raking out Joints and curing etc. Complete in foundation, basement and plinth (foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) . | 100 Cft | 1020 | 50581.608 | Fifty Thousand Five Hundred Eighty One Rupees and Sixty One Paisas | 515932 |
| 30 | ASF Barracks Building works-30 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level) | 100 Cft | 6112 | 54015.99 | Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas | 3301457 |
| 31 | ASF Barracks Building works-31 | Providing a coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | 100 Sft | 1382 | 1415.05 | One Thousand Four Hundred Fifteen Rupees and Five Paisas | 19556 |
| 32 | ASF Barracks Building works-32 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Ground Floor | 100 Cft | 8994 | 57765.358 | Fifty Seven Thousand Seven Hundred Sixty Five Rupees and Thirty Six Paisas | 5195416 |
| 33 | ASF Barracks Building works-33 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in First Floor | 100 Cft | 8994 | 61042.884 | Sixty One Thousand Forty Two Rupees and Eighty Eight Paisas | 5490197 |
| 34 | ASF Barracks Building works-34 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in second Floor Beyond 25' upto 30' height | 100 Cft | 8994 | 63637.784 | Sixty Three Thousand Six Hundred Thirty Seven Rupees and Seventy Eight Paisas | 5723582 |
| 35 | ASF Barracks Building works-35 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Third Floor Beyond 25' upto 30' height | 100 Cft | 3640 | 66232.684 | Sixty Six Thousand Two Hundred Thirty Two Rupees and Sixty Eight Paisas | 2410870 |
| 36 | ASF Barracks Building works-36 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure | 100 Cft | 874 | 63709.17 | Sixty Three Thousand Seven Hundred Nine Rupees and Seventeen Paisas | 556818 |
| 37 | ASF Barracks Building works-37 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in first floor | 100 Cft | 874 | 66986.696 | Sixty Six Thousand Nine Hundred Eighty Six Rupees and Seventy Paisas | 585464 |
| 38 | ASF Barracks Building works-38 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in first floor | 100 Cft | 874 | 70264.1982 | Seventy Thousand Two Hundred Sixty Four Rupees and Twenty Paisas | 614109 |
| 39 | ASF Barracks Building works-39 | Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift up to 5 feet (1 .52 m) | 100 Cft | 43426 | 6817.916 | Six Thousand Eight Hundred Seventeen Rupees and Ninety Two Paisas | 2960748 |
| 40 | ASF Barracks Building works-40 | Supplying and laying vitrified brick ballast 2" to 1-1/2" (51 mm to 38 mm) gauge of approved quality for base or wearing coat etc.; in Layers not exceeding 6" (152 mm) thick, consolidating by approved mechanical means to required grade and camber including watering etc., with all lead and lift complete | 100 Cft | 4776 | 12419.05 | Twelve Thousand Four Hundred Nineteen Rupees and Five Paisas | 593134 |
| 41 | ASF Barracks Building works-41 | Providing and laying 1:4:8 cement concrete bed under floors using graded stone ballast 2 inches (51 mm) and down gauge with leveling and ramming, watering and curing etc. complete | 100 Cft | 4776 | 30851.45 | Thirty Thousand Eight Hundred Fifty One Rupees and Forty Five Paisas | 1473465 |
| 42 | ASF Barracks Building works-42 | Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing and curing etc. complete | 100 Sft | 14476 | 9631.678 | Nine Thousand Six Hundred Thirty One Rupees and Sixty Eight Paisas | 1394282 |
| 43 | ASF Barracks Building works-43 | Providing and laying light colour, glazed/non skid vitrified porcelain tiles (Polished) exceeding 3600 Sq.cm each (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over existing floor including jointing to tiles with joint filler of approved quality as per direction of the Engineer in charge | 100 Sft | 21046 | 66618.426 | Sixty Six Thousand Six Hundred Eighteen Rupees and Forty Three Paisas | 14020514 |
| 44 | ASF Barracks Building works-44 | Providing and laying floor of 3/4" (19 mm) thick Granite tiles Pakistani Origin more than 3 Sq.ft. upto 5 Sq.ft. more than (0.28 Sq.m upto 1.46 Sq.m) size fine dressed on the surface without winding treads, risers, and mid stair landings, stairs/steps (in treads, risers and midstair landings) over 1 inch (25 mm) cement mortar 1:4 (one cement, four sand) setting the marble tile with grey cement, slurry over cement mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar | 100 Sft | 2730 | 114456.482 | One Lakh Fourteen Thousand Four Hundred Fifty Six Rupees and Forty Eight Paisas | 3124662 |
| 45 | ASF Barracks Building works-45 | Making nosing of treads as per design and instructions of the Engineer-in-Charge | P. Rft | 1320 | 183.75 | One Hundred Eighty Three Rupees and Seventy Five Paisas | 242550 |
| 46 | ASF Barracks Building works-46 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor | 100 Sft | 27466 | 6134.576 | Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas | 1684923 |
| 47 | ASF Barracks Building works-47 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in First Floor | 100 Sft | 22046 | 6565.076 | Six Thousand Five Hundred Sixty Five Rupees and Eight Paisas | 1447337 |
| 48 | ASF Barracks Building works-48 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor Beyond 30' upto 35' height | 100 Sft | 22046 | 6995.576 | Six Thousand Nine Hundred Ninety Five Rupees and Fifty Eight Paisas | 1542245 |
| 49 | ASF Barracks Building works-49 | ¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in Ground Floor | 100 Sft | 15346 | 5393.626 | Five Thousand Three Hundred Ninety Three Rupees and Sixty Three Paisas | 827706 |
| 50 | ASF Barracks Building works-50 | ¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in First Floor | 100 Sft | 15346 | 5824.126 | Five Thousand Eight Hundred Twenty Four Rupees and Thirteen Paisas | 893770 |
| 51 | ASF Barracks Building works-51 | ¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in First Floor Beyond 30' upto 35' height | 100 Sft | 15346 | 6254.626 | Six Thousand Two Hundred Fifty Four Rupees and Sixty Three Paisas | 959835 |
| 52 | ASF Barracks Building works-52 | Providing and fixing M.S. moulded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge | P.Rft | 1512 | 657.72 | Six Hundred Fifty Seven Rupees and Seventy Two Paisas | 994473 |
| 53 | ASF Barracks Building works-53 | Providing and fixing M.S. moulded steel door frames of 10" x 2-1/2" manufactured from mild steel sheet of 18 gauge conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge | P.Rft | 990 | 971.404 | Nine Hundred Seventy One Rupees and Forty Paisas | 961690 |
| 54 | ASF Barracks Building works-54 | Providing and fixing 1-1/2 inches (38 mm) thick solid core deodar wood flushed veneered door shutters, with and including the cost of commercial plywood facing 3 mm. thick (3 ply) on both faces, fixed over best quality deodar wood frame 2 inches wide all-round 6 inches wide lock rail and 2nd class deodar wood solid core, i/c., 3/8 inch thick best quality deodar wood lipping on al! sides as per approved drawing, manufactured under power driven hydraulic press, including the cost of approved iron fittings but excluding the cost of handles and locking arrangement | P.Sft | 3444 | 2027.984 | Two Thousand Twenty Seven Rupees and Ninety Eight Paisas | 6984377 |
| 55 | ASF Barracks Building works-55 | Providing and fixing with brass screws lucky lock knob set of approved design (Taiwan make) cutting wood to required shape and size with two operating keys as per direction of the Engineer-in-Charge | Each | 150 | 5459.132 | Five Thousand Four Hundred Fifty Nine Rupees and Thirteen Paisas | 818870 |
| 56 | ASF Barracks Building works-56 | Providing and fixing approved chromium plated brass handles 7" (178 mm) size heavy type with necessary brass screws | Each | 180 | 851.634 | Eight Hundred Fifty One Rupees and Sixty Three Paisas | 153294 |
| 57 | ASF Barracks Building works-57 | Providing and fixing with brass screws or specially supplied screws hydraulic door closer Rayobi or approved design No. 72, Japan make, cutting wood etc., to required shape and size as per direction of engineer-in-charge | Each | 72 | 13063.75 | Thirteen Thousand Sixty Three Rupees and Seventy Five Paisas | 940590 |
| 58 | ASF Barracks Building works-58 | Providing and laying heated asphalt on third floor roof at the rate of 20 Lbs. per hundred square feet (0.98 Kg per s.m) finished with washed coarse sand 3 cubic feet per hundred square feet (0.086 C.M. per s.m) including ramming with thappies etc. complete | 100 Sft | 15346 | 5662.818 | Five Thousand Six Hundred Sixty Two Rupees and Eighty Two Paisas | 869016 |
| 59 | ASF Barracks Building works-59 | Providing and laying single layer of polythene sheet of 500 gauge (0.005 inch or 0.13 mm thick) under floors for water proofing laid as per specifications and instructions of the Engineer-in-Charge in Ground Floor | 100 Sft | 15346 | 1470.014 | One Thousand Four Hundred Seventy Rupees and One Paisa | 225588 |
| 60 | ASF Barracks Building works-60 | Providing and fixing of Diamond Jumbolon insulation board 1-1/2" thick and polythene sheet over diamond jumbolon insulation for roof insulation as per directions of the Engineer-in-Charge in any floor in any height. | P.Sft | 15346 | 191.058 | One Hundred Ninety One Rupees and Six Paisas | 2931976 |
| 61 | ASF Barracks Building works-61 | Providing and laying 1st class burnt clay tiles of 9" X 4-1/2" X 1-1/2" size grouted with 1:3 cement mortar over 4" thick (avg) puddled earth compacted and smooth finished to slope mixed with bhoosa at the rate of one seer of bhoosa for one cft. of puddled earth in Second Floor including flush pointing on tiles works with 1:3 cement mortar and curing complete | 100 Sft | 15346 | 21871.85 | Twenty One Thousand Eight Hundred Seventy One Rupees and Eighty Five Paisas | 3356454 |
| 62 | ASF Barracks Building works-62 | Providing and laying 1:2:4 cement concrete khuras 2" (51 mm) thick 2 ft. x 2 ft. (610 mm x 610 mm) size on roof including finishing with cement plaster 1:4, curing etc. complete | Each | 16 | 244.762 | Two Hundred Forty Four Rupees and Seventy Six Paisas | 3916 |
| 63 | ASF Barracks Building works-63 | Providing and laying gola 3" x 3" (76 mm x 76 mm) concrete 1:2:4 using graded screened bajri at junction of roof slab and walls and finished with cement plaster 1:4 including curing etc. complete | 100 Rft | 760 | 4483.304 | Four Thousand Four Hundred Eighty Three Rupees and Thirty Paisas | 34073 |
| 64 | ASF Barracks Building works-64 | Providing and fixing 4" (100 mm) dia polyvinyle chloride rain water (PVC) down pipe with mild steel clamps, bolts and nuts fixed in cement concrete 1:2:4 etc. complete | P. Rft | 480 | 1006.138 | One Thousand Six Rupees and Fourteen Paisas | 482946 |
| 65 | ASF Barracks Building works-65 | Providing and fixing 4" (80 mm) dia polyvinyle chloride (PVC) bend of any degree for rain water down pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete. | Each | 32 | 2447.382 | Two Thousand Four Hundred Forty Seven Rupees and Thirty Eight Paisas | 78316 |
| 66 | ASF Barracks Building works-66 | Providing and fixing fully glazed Champagne anodized or powder coated aluminium Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), Deluxe model box 101 section 95mm x 30mm and 1.6mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, including the cost of glass6mm thick | P.Sft | 3826 | 2119.894 | Two Thousand One Hundred Nineteen Rupees and Eighty Nine Paisas | 8110714 |
| 67 | ASF Barracks Building works-67 | Providing and fixing P.V.C board 2' x 2' tiles printed ceiling including Aluminum T & L angle 1" x 1" i.c hanger clips jointing clips and G.I Wire etc complete as required in any floor | P.Sft | 43426 | 324.52 | Three Hundred Twenty Four Rupees and Fifty Two Paisas | 14092606 |
| 68 | ASF Barracks Building works-68 | Painting iron work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming complete at any height in any floor | 100 Sft | 990 | 8499.75 | Eight Thousand Four Hundred Ninety Nine Rupees and Seventy Five Paisas | 84148 |
| 69 | ASF Barracks Building works-69 | Painting wood work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor | 100 Sft | 6888 | 8336.804 | Eight Thousand Three Hundred Thirty Six Rupees and Eighty Paisas | 574239 |
| 70 | ASF Barracks Building works-70 | Painting with (ICI) Dulux plastic emulsion paint VIP of approved shade two coats over and including the cost of wall putty / priming coat complete over plastered surface at any height in any floor. (Page No. 390/162) | 100 Sft | 67182 | 9432.332 | Nine Thousand Four Hundred Thirty Two Rupees and Thirty Three Paisas | 6336829 |
| 71 | ASF Barracks Building works-71 | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height any floor | 100 Sft | 15642 | 6172.25 | Six Thousand One Hundred Seventy Two Rupees and Twenty Five Paisas | 965463 |
| 72 | ASF Barracks Building works-72 | Providing and fixing cabinet wall mounted of 3/4" thick lamminated board with best quality deodar wood frame and beading 1/8" thick hard borad backing required section in approvedpattern etc. fixed on wall with rawal plug, screws i/c cost of glue, nails, piano hinges, handles and painting or polishing as drawing complete all as respect | P.Sft | 12960 | 1908.55 | One Thousand Nine Hundred Eight Rupees and Fifty Five Paisas | 24734808 |
| 73 | ASF Barracks Building works-73 | Providing and fixing 2" dia. stainless steel pipe (18 guage) railing along with 4", 3/4" dia. parallel pipe having S.S pipe vertical post 2" dia. at 3 ft c/c average spacing and 4" dia. vertical post at start turning and end point including cost of labour, welding charges fitting and fixing in marble floor and wall etc. complete as per direction of the engineer incharge | P.Rft | 108 | 3128.132 | Three Thousand One Hundred Twenty Eight Rupees and Thirteen Paisas | 337838 |
| 74 | ASF Barracks Building works-74 | Providing and fixing Windows roll up blinds sunscreen, dark out, or translucent fabric any colour/shade best quality (imported) with manual roll up arraangements coomplete in all respect with all other required accessories and hardware from the approved suppliers and manufacturers as per direction of Engineer incharge | P. Sft | 2062 | 440.412 | Four Hundred Forty Rupees and Forty One Paisas | 908130 |
| 75 | ASF Barracks Sanitary works-01 | Making connection with the existing G.I. pipe upto 2 inches dia including cutting the pipe and providing and fixing necessary fittings | Each | 2 | 2181.9 | Two Thousand One Hundred Eighty One Rupees and Ninety Paisas | 4363.8 |
| 76 | ASF Barracks Sanitary works-02 | P/F 1-1/2" Ø uPVC pipe "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) | Rft | 820 | 204.358 | Two Hundred Four Rupees and Thirty Six Paisas | 167573.56 |
| 77 | ASF Barracks Sanitary works-03 | P/F 1" Ø uPVC Pipe "E" class with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2) | Rft | 240 | 144.788 | One Hundred Forty Four Rupees and Seventy Nine Paisas | 34749.12 |
| 78 | ASF Barracks Sanitary works-04 | --do-- but 3/4" Ø uPVC E Class pipe | Rft | 1000 | 135.632 | One Hundred Thirty Five Rupees and Sixty Three Paisas | 135632 |
| 79 | ASF Barracks Sanitary works-05 | P/F of 1-1/2 inch dia ball valve (with PVC Ball) made to B.S.S. 1212. | Each | 4 | 1220.24 | One Thousand Two Hundred Twenty Rupees and Twenty Four Paisas | 4880.96 |
| 80 | ASF Barracks Sanitary works-06 | --do-- but 1" Ø Ball Valve | Each | 28 | 985.18 | Nine Hundred Eighty Five Rupees and Eighteen Paisas | 27585.04 |
| 81 | ASF Barracks Sanitary works-07 | Providing and fixing Pakistani best quality European style white glazed earthenware W.,C pan complete with and including the cost of plastic seat and buffers, 13.6 litres flushing cistern with internal fittings complete, P.V.C flushing pipe with fittings and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4. | Each | 12 | 20037.5 | Twenty Thousand Thirty Seven Rupees and Fifty Paisas | 240450 |
| 82 | ASF Barracks Sanitary works-08 | Providing and fixing squatting type W.C.Pan in white vitreous china with integral treads (Pakistani) orissa pattern and uPVC. trap 100mm dia. Complete with and including the cost of 13.6 litres best quality low level plastic flushing cistern with internal fittings complete, P.V.C. flushing pipe suitable for this type with fittings and making requisite number of holes in walls, plinth & floor for pipe connections and making good in cement concrete 1:2:4. | Each | 96 | 17118.5 | Seventeen Thousand One Hundred Eighteen Rupees and Fifty Paisas | 1643376 |
| 83 | ASF Barracks Sanitary works-09 | P/F of 22 inches x 16 inches (560x406 mm) lavatory basin in white glazed earthenware (Pakistani) complete with and including the cost of glazed earthenware half pedestal, Brass oxidized bolts kit built into walls 1/2 inches dia. Chrome plated mixer, 1-1/4 inches rubber plug and chrome plated brass chain 1-1/4 inches dia brass waste of approved pattern 1-1/4 inches dia chromium plated battal trap with unions and making requisite, number of holes in walls, plinth and floor for pip.e connections and making good in cement concrete 1:2:4. | Each | 60 | 21253.75 | Twenty One Thousand Two Hundred Fifty Three Rupees and Seventy Five Paisas | 1275225 |
| 84 | ASF Barracks Sanitary works-10 | Providing & fixing chromium plated Muslim bib-cock with Muslim Shower of approved quality. | Each | 108 | 4734.45 | Four Thousand Seven Hundred Thirty Four Rupees and Forty Five Paisas | 511320.6 |
| 85 | ASF Barracks Sanitary works-11 | Providing and fixing 1/2 inches dia. (15 mm) CP Bib cocks. | Each | 120 | 1582.56 | One Thousand Five Hundred Eighty Two Rupees and Fifty Six Paisas | 189907.2 |
| 86 | ASF Barracks Sanitary works-12 | P/F of 1/2 inch dia CP stop cocks/ Tee Stop Cock (Master / Faisal etc.) as directed | Each | 180 | 1722.56 | One Thousand Seven Hundred Twenty Two Rupees and Fifty Six Paisas | 310060.8 |
| 87 | ASF Barracks Sanitary works-13 | Providing and fixing 24 inches x 18 inches (610 mm x 457 mm) looking mirror of Imported glass 5 mm thick fixing with CP clamps and screws | Each | 60 | 3043.572 | Three Thousand Forty Three Rupees and Fifty Seven Paisas | 182614.32 |
| 88 | ASF Barracks Sanitary works-14 | P/F bath room accessories of set of 6 pieces consist of one shelf, one towel rod with bracket, one towel ring, one soap dish, one tooth Brush holder with glass, one tissue paper holder one double hook etc complete of approved quality as per direction of Engineer in-charge. | Each | 60 | 16537.5 | Sixteen Thousand Five Hundred Thirty Seven Rupees and Fifty Paisas | 992250 |
| 89 | ASF Barracks Sanitary works-15 | Providing and fixing uPVC Multi floor trape of sizes with gratings including cutting and makeing the requsite number of holes in walls plinth and floors and making good in 1:2:4, C.C. | Each | 120 | 2043.202 | Two Thousand Forty Three Rupees and Twenty Paisas | 245184.24 |
| 90 | ASF Barracks Sanitary works-16 | P/F 4" dia (u.P.V.C) "E" class pipe with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2). | Rft | 856 | 1006.768 | One Thousand Six Rupees and Seventy Seven Paisas | 861793.408 |
| 91 | ASF Barracks Sanitary works-17 | Providing and fixing 6" x 6" (150 mm x 150 mm) with 4 inches (100 mm) outlet cement concrete C.I. gully trap wt: 42 Ibs. (19 kg.) complete with 4 inches thick (100 mm) 1:2:4 cement concrete for bed and kerb, 1/2 inch (13 mm) thick cement plaster (1:3) to the kerb, C.I. grating 6 inches x 6 inches (150 mm x 150 mm) and C.I. cover and frame 12 inches x 12 inches (305 mm x 305 mm) (inside) etc., complete. | Each | 40 | 5794.6 | Five Thousand Seven Hundred Ninety Four Rupees and Sixty Paisas | 231784 |
| 92 | ASF Barracks Sanitary works-18 | Providing manhole type 'A' size 2 feet x 1-1/2 feet ) (inside dimensions) x 2 feet (610 mm) deep as per approved design and specifications complete for 4 inches to 12 inches dia pipes up to 3 feet-11 inches depth with cast iron cover and frame 16 inches dia, inside (weight=1 Cwt.1 Qtr.) or 63.5 kg. fixed in 4 inches thick RCC 1:2:4 slab, 8 inches thick c.c. 1:3:6 block masonry walls set in 1:3 c.m; 6 inches thick 1:3:6 c.c. in foundation 1:2:4 c.c. in benching, 1/2 inches thick cement plaster in 1:3 C.M. to all inside wall surface, channels and benching etc. and to top including making requisite umber of main and branch channels but excluding the cost of excavation back filling and disposal of excavated stuff, manhole cover and frame. | Each | 40 | 14864.486 | Fourteen Thousand Eight Hundred Sixty Four Rupees and Forty Nine Paisas | 594579.44 |
| 93 | ASF Barracks Sanitary works-19 | Add for extra depth beyond 2 feet and up to 3 feet-11 inches (610 mm and up to 1194 mm) for 'A' type manholes (for depth lesser than 2 feet or 610 mm deduct at the same rate). | P-Inch | 960 | 280.224 | Two Hundred Eighty Rupees and Twenty Two Paisas | 269015.04 |
| 94 | ASF Barracks Sanitary works-20 | Providing 12" Ø RCC pipes and collars of class 'A' and fixing in trench including cutting, fitting and jointing with maxphalt composition and cement mortar (1:1) and testing with water to a head of 4 feet (1.22 m) above the top of the highest pipe including cartage within 10 miles | Rft | 1760 | 595.112 | Five Hundred Ninety Five Rupees and Eleven Paisas | 1047397.12 |
| 95 | ASF Barracks Sanitary works-21 | Making connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and .making the required channel etc., complete | Each | 4 | 1050 | One Thousand Fifty Rupees | 4200 |
| 96 | ASF Barracks Sanitary works-22 | Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S flat iron, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer Incharge. | P.Cft | 40 | 3184.622 | Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas | 127384.88 |
| 97 | ASF Barracks Sanitary works-23 | Providing and fixing water tank made of food grade polyethylene material 1000 gallon (Supper tuff) i/c cost of specials and cartage upto site as per direction of Engineer in charge | Each | 12 | 132300 | One Lakh Thirty Two Thousand Three Hundred Rupees | 1587600 |
| 98 | ASF Barracks Sanitary works-24 | Providing and Fixing of 3" dia Bore hole with Submersible pump of approved make deepth upto 450 ft complete in all respect as Instruction of Engineer Incharge | Each | 4 | 550000 | Five Lakh Fifty Thousand Rupees | 2200000 |
| 99 | ASF Barracks Soakage well and septic tank-01 | Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (1.52 m) | 100 Cft | 788 | 1902.25 | One Thousand Nine Hundred Two Rupees and Twenty Five Paisas | 14990 |
| 100 | ASF Barracks Soakage well and septic tank-02 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc. complete | 100 Cft | 48 | 34306.426 | Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas | 16467 |
| 101 | ASF Barracks Soakage well and septic tank-03 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level) | 100 Cft | 206 | 54015.99 | Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas | 111273 |
| 102 | ASF Barracks Soakage well and septic tank-04 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved wall 4-1/2 inches (114 mm) or less thickness including scaffolding, raking out joints and curing etc, complete in foundation, basement and plinth (foundation and basement masonry upto 5 (1.52 Ru.m.) feet depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) . (SH- 112/03) | 100 Cft | 32 | 59005.24 | Fifty Nine Thousand Five Rupees and Twenty Four Paisas | 18882 |
| 103 | ASF Barracks Soakage well and septic tank-05 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor | 100 Sft | 450 | 6134.576 | Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas | 27606 |
| 104 | ASF Barracks Soakage well and septic tank-06 | Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, and curing etc. complete | 100 Sft | 66 | 9631.678 | Nine Thousand Six Hundred Thirty One Rupees and Sixty Eight Paisas | 6357 |
| 105 | ASF Barracks Soakage well and septic tank-07 | Excavation for wells, circular underground tanks and soak spits etc., in all kinds of soil (except gravelly and murum soil, wet silt clay or mud, conglomeration of gravel and boulders, soft. sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 Ru.m) | |||||
| 106 | i | lift up to 5 feet | 100 Cft | 442 | 2110.066 | Two Thousand One Hundred Ten Rupees and Seven Paisas | 9326 |
| 107 | ii | lift up to 8 feet | 100 Cft | 264 | 2442.566 | Two Thousand Four Hundred Forty Two Rupees and Fifty Seven Paisas | 6448 |
| 108 | iii | lift up to 11 feet | 100 Cft | 264 | 2775.066 | Two Thousand Seven Hundred Seventy Five Rupees and Seven Paisas | 7326 |
| 109 | iv | lift up to 14 feet | 100 Cft | 264 | 3107.566 | Three Thousand One Hundred Seven Rupees and Fifty Seven Paisas | 8204 |
| 110 | v | lift up to 17 feet | 100 Cft | 264 | 3440.066 | Three Thousand Four Hundred Forty Rupees and Seven Paisas | 9082 |
| 111 | vi | lift up to 20 feet | 100 Cft | 264 | 3772.566 | Three Thousand Seven Hundred Seventy Two Rupees and Fifty Seven Paisas | 9960 |
| 112 | vii | lift up to 23 feet | 100 Cft | 264 | 4105.066 | Four Thousand One Hundred Five Rupees and Seven Paisas | 10837 |
| 113 | viii | lift up to 26 feet ) | 100 Cft | 264 | 4437.566 | Four Thousand Four Hundred Thirty Seven Rupees and Fifty Seven Paisas | 11715 |
| 114 | ix | lift up to 29 feet | 100 Cft | 264 | 4770.066 | Four Thousand Seven Hundred Seventy Rupees and Seven Paisas | 12593 |
| 115 | x | lift up to 30 feet | 100 Cft | 88 | 5102.566 | Five Thousand One Hundred Two Rupees and Fifty Seven Paisas | 4490 |
| 116 | ASF Barracks Soakage well and septic tank-08 | Providing and laying first class solid burnt brick masonry in cement mortar 1:3 wells (steining) 9 inches (229 mm) to 13-1/2 inch (343 mm) thick including scaffolding curing etc. complete | |||||
| 117 | i | Depth upto 10 feet | 100 Cft | 318 | 73238.494 | Seventy Three Thousand Two Hundred Thirty Eight Rupees and Forty Nine Paisas | 232898 |
| 118 | ii | Depth upto 15 feet | 100 Cft | 158 | 75032.524 | Seventy Five Thousand Thirty Two Rupees and Fifty Two Paisas | 118551 |
| 119 | iii | Depth upto 20 feet | 100 Cft | 158 | 76826.554 | Seventy Six Thousand Eight Hundred Twenty Six Rupees and Fifty Five Paisas | 121386 |
| 120 | iv | Depth upto 25 feet | 100 Cft | 158 | 78620.584 | Seventy Eight Thousand Six Hundred Twenty Rupees and Fifty Eight Paisas | 124221 |
| 121 | v | Depth upto 30 feet | 100 Cft | 158 | 80414.614 | Eighty Thousand Four Hundred Fourteen Rupees and Sixty One Paisas | 127055 |
| 122 | ASF Barracks Soakage well and septic tank-09 | Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S angle iron frame, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer Incharge | P.Cft | 50 | 3184.622 | Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas | 159231 |
| 123 | ASF Barracks Soakage well and septic tank-10 | Providing and laying reinforced cement concrete using Lawrenecepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge in place of screened graded bajri in any item of RCC of mix not leaner than 1:2:4 crushing strength of works cube in this case will be 3000 Ibs. per sq. inch (20.69 N/mm2 at 28 days) with a mix not leaner than 1:2:4 in curved beams, linteis and cantilever beams of required shape or section including form work and its removal, compacting and curing etc, complete but excluding the cost of reinforcement, in basement and ground floor | 100 Cft | 64 | 74270.252 | Seventy Four Thousand Two Hundred Seventy Rupees and Twenty Five Paisas | 47533 |
| 124 | ASF Barracks Soakage well and septic tank-11 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension | P.Kg | 160 | 395.43 | Three Hundred Ninety Five Rupees and Forty Three Paisas | 63269 |
| 125 | ASF Barracks Soakage well and septic tank-12 | P/L Brick bats 3 inch and down gauge in soakage pit including cartage, wastage, etc complete as per direction of the Engineer Incharge | P.Cft | 452 | 102 | One Hundred Two Rupees | 46104 |
| 126 | ASF MOQs Building Works-01 | Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (2.135 m) | 100 Cft | 22420 | 1902.25 | One Thousand Nine Hundred Two Rupees and Twenty Five Paisas | 426484 |
| 127 | ASF MOQs Building Works-02 | Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a soloution using of confront TC or ABILITY 2.5 % EC (Fipronil as an active ingredient) or approved equivalent by spraying all around the sides of foundation, trenches, flooded under floor @ 1/2 Liters of chemical per % Sft) with water and spraying the solution of the area to be treated as completed as per direction of Engineer incharge | P.Sft | 8234 | 18.382 | Eighteen Rupees and Thirty Eight Paisas | 151357 |
| 128 | ASF MOQs Building Works-03 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc. complete. | 100 Cft | 2242 | 34306.426 | Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas | 769150 |
| 129 | ASF MOQs Building Works-04 | Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100 Cft | 6726 | 54298.006 | Fifty Four Thousand Two Hundred Ninety Eight Rupees and One Paisa | 3652084 |
| 130 | ASF MOQs Building Works-05 | Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in column footing of required shape including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth. | 100 Cft | 114 | 61109.174 | Sixty One Thousand One Hundred Nine Rupees and Seventeen Paisas | 69664 |
| 131 | ASF MOQs Building Works-06 | Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth | 100 Cft | 356 | 66501.764 | Sixty Six Thousand Five Hundred One Rupees and Seventy Six Paisas | 236746 |
| 132 | ASF MOQs Building Works-07 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth. | 100 Cft | 950 | 64324.274 | Sixty Four Thousand Three Hundred Twenty Four Rupees and Twenty Seven Paisas | 611081 |
| 133 | ASF MOQs Building Works-08 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Ground Floor | 100 Cft | 1314 | 81591.034 | Eighty One Thousand Five Hundred Ninety One Rupees and Three Paisas | 1072106 |
| 134 | ASF MOQs Building Works-09 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in First Floor. | 100 Cft | 1314 | 85527.078 | Eighty Five Thousand Five Hundred Twenty Seven Rupees and Eight Paisas | 1123826 |
| 135 | ASF MOQs Building Works-10 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Second Floor | 100 Cft | 1314 | 88621.904 | Eighty Eight Thousand Six Hundred Twenty One Rupees and Ninety Paisas | 1164492 |
| 136 | ASF MOQs Building Works-11 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement in Third Floor | 100 Cft | 1314 | 91716.73 | Ninety One Thousand Seven Hundred Sixteen Rupees and Seventy Three Paisas | 1205158 |
| 137 | ASF MOQs Building Works-12 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in Ground Floor. | 100 Cft | 2596 | 74064.942 | Seventy Four Thousand Sixty Four Rupees and Ninety Four Paisas | 1922726 |
| 138 | ASF MOQs Building Works-13 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in First Floor | 100 Cft | 2596 | 78000.986 | Seventy Eight Thousand Rupees and Ninety Nine Paisas | 2024906 |
| 139 | ASF MOQs Building Works-14 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in Second Floor. | 100 Cft | 2596 | 81095.812 | Eighty One Thousand Ninety Five Rupees and Eighty One Paisas | 2105247 |
| 140 | ASF MOQs Building Works-15 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S form work & M.S folding Pipes and its removal, compacting and curing etc. complete but excluding the cost of reinforcement in Third Floor. | 100 Cft | 2596 | 87285.464 | Eighty Seven Thousand Two Hundred Eighty Five Rupees and Forty Six Paisas | 2265931 |
| 141 | ASF MOQs Building Works-16 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Ground Floor | 100 Cft | 2242 | 71634.374 | Seventy One Thousand Six Hundred Thirty Four Rupees and Thirty Seven Paisas | 1606043 |
| 142 | ASF MOQs Building Works-17 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in First Floor | 100 Cft | 2242 | 96899.712 | Ninety Six Thousand Eight Hundred Ninety Nine Rupees and Seventy One Paisas | 2172492 |
| 143 | ASF MOQs Building Works-18 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Second Floor | 100 Cft | 2242 | 99994.538 | Ninety Nine Thousand Nine Hundred Ninety Four Rupees and Fifty Four Paisas | 2241878 |
| 144 | ASF MOQs Building Works-19 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including M.S form work & M.S folding Pipes and its removal compacting and curing etc. complete but excluding the cost of reinforcement in Third Floor | 100 Cft | 2242 | 103093.564 | One Lakh Three Thousand Ninety Three Rupees and Fifty Six Paisas | 2311358 |
| 145 | ASF MOQs Building Works-20 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100 Cft | 144 | 78451.898 | Seventy Eight Thousand Four Hundred Fifty One Rupees and Ninety Paisas | 112971 |
| 146 | ASF MOQs Building Works-21 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in first floor. | 100 Cft | 144 | 82387.942 | Eighty Two Thousand Three Hundred Eighty Seven Rupees and Ninety Four Paisas | 118639 |
| 147 | ASF MOQs Building Works-22 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor. | 100 Cft | 144 | 85482.768 | Eighty Five Thousand Four Hundred Eighty Two Rupees and Seventy Seven Paisas | 123095 |
| 148 | ASF MOQs Building Works-23 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor. | 100 Cft | 144 | 88577.594 | Eighty Eight Thousand Five Hundred Seventy Seven Rupees and Fifty Nine Paisas | 127552 |
| 149 | ASF MOQs Building Works-24 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100 Cft | 734 | 88774.938 | Eighty Eight Thousand Seven Hundred Seventy Four Rupees and Ninety Four Paisas | 651608 |
| 150 | ASF MOQs Building Works-25 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First floor. | 100 Cft | 734 | 92710.982 | Ninety Two Thousand Seven Hundred Ten Rupees and Ninety Eight Paisas | 680499 |
| 151 | ASF MOQs Building Works-26 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor. | 100 Cft | 734 | 95805.808 | Ninety Five Thousand Eight Hundred Five Rupees and Eighty One Paisas | 703215 |
| 152 | ASF MOQs Building Works-27 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in third floor floor | 100 Cft | 734 | 98900.634 | Ninety Eight Thousand Nine Hundred Rupees and Sixty Three Paisas | 725931 |
| 153 | ASF MOQs Building Works-28 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Ground Floor | 100 Cft | 90 | 105537.964 | One Lakh Five Thousand Five Hundred Thirty Seven Rupees and Ninety Six Paisas | 94984 |
| 154 | ASF MOQs Building Works-29 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement first Floor | 100 Cft | 90 | 109474.008 | One Lakh Nine Thousand Four Hundred Seventy Four Rupees and One Paisa | 98527 |
| 155 | ASF MOQs Building Works-30 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Second Floor | 100 Cft | 90 | 112568.834 | One Lakh Twelve Thousand Five Hundred Sixty Eight Rupees and Eighty Three Paisas | 101312 |
| 156 | ASF MOQs Building Works-31 | Providing and laying reinforced cement concrete using Lawrencepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in shelves 1-1/2 inches to 2 inches (38 to 51 mm) thick cast in situ including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement Third Floor | 100 Cft | 90 | 115663.66 | One Lakh Fifteen Thousand Six Hundred Sixty Three Rupees and Sixty Six Paisas | 104097 |
| 157 | ASF MOQs Building Works-32 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and ground floor | P.Kg | 61064 | 395.43 | Three Hundred Ninety Five Rupees and Forty Three Paisas | 24146538 |
| 158 | ASF MOQs Building Works-33 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and first floor. | P.Kg | 28480 | 401.646 | Four Hundred One Rupees and Sixty Five Paisas | 11438878 |
| 159 | ASF MOQs Building Works-34 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in projections for future extension in Second Floor | P.Kg | 28480 | 407.862 | Four Hundred Seven Rupees and Eighty Six Paisas | 11615910 |
| 160 | ASF MOQs Building Works-35 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in projections for future extension in Third Floor | P.Kg | 28480 | 414.078 | Four Hundred Fourteen Rupees and Eight Paisas | 11792941 |
| 161 | ASF MOQs Building Works-36 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls more than 13-1/2 inches (343 mm) thick including scaffolding, raking out Joints and curing etc. Complete in foundation, basement and plinth (foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) . | 100 Cft | 810 | 50581.608 | Fifty Thousand Five Hundred Eighty One Rupees and Sixty One Paisas | 409711 |
| 162 | ASF MOQs Building Works-37 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level) | 100 Cft | 4860 | 54015.99 | Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas | 2625177 |
| 163 | ASF MOQs Building Works-38 | Providing a coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | 100 Sft | 1440 | 1415.05 | One Thousand Four Hundred Fifteen Rupees and Five Paisas | 20377 |
| 164 | ASF MOQs Building Works-39 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Ground Floor | 100 Cft | 10560 | 57765.358 | Fifty Seven Thousand Seven Hundred Sixty Five Rupees and Thirty Six Paisas | 6100022 |
| 165 | ASF MOQs Building Works-40 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in First Floor | 100 Cft | 10560 | 61042.884 | Sixty One Thousand Forty Two Rupees and Eighty Eight Paisas | 6446129 |
| 166 | ASF MOQs Building Works-41 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in second Floor Beyond 25' upto 30' height | 100 Cft | 10560 | 63637.784 | Sixty Three Thousand Six Hundred Thirty Seven Rupees and Seventy Eight Paisas | 6720150 |
| 167 | ASF MOQs Building Works-42 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Third Floor Beyond 25' upto 30' height | 100 Cft | 10560 | 66232.684 | Sixty Six Thousand Two Hundred Thirty Two Rupees and Sixty Eight Paisas | 6994171 |
| 168 | ASF MOQs Building Works-43 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure. | 100 Cft | 2318 | 63709.17 | Sixty Three Thousand Seven Hundred Nine Rupees and Seventeen Paisas | 1476779 |
| 169 | ASF MOQs Building Works-44 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in first floor | 100 Cft | 2318 | 66986.696 | Sixty Six Thousand Nine Hundred Eighty Six Rupees and Seventy Paisas | 1552752 |
| 170 | ASF MOQs Building Works-45 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in Second floor. | 100 Cft | 2318 | 70264.222 | Seventy Thousand Two Hundred Sixty Four Rupees and Twenty Two Paisas | 1628725 |
| 171 | ASF MOQs Building Works-46 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches (114 mm) and less in thickness including scaffolding, raking, out joints and curing etc. complete in Third floor | 100 Cft | 2318 | 73541.748 | Seventy Three Thousand Five Hundred Forty One Rupees and Seventy Five Paisas | 1704698 |
| 172 | ASF MOQs Building Works-47 | Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift up to 5 feet (1 .52 m) | 100 Cft | 26904 | 6817.916 | Six Thousand Eight Hundred Seventeen Rupees and Ninety Two Paisas | 1834292 |
| 173 | ASF MOQs Building Works-48 | Supplying and laying vitrified brick ballast 2" to 1-1/2" (51 mm to 38 mm) gauge of approved quality for base or wearing coat etc.; in Layers not exceeding 6" (152 mm) thick, consolidating by approved mechanical means to required grade and camber including watering etc., with all lead and lift complete | 100 Cft | 2960 | 12419.05 | Twelve Thousand Four Hundred Nineteen Rupees and Five Paisas | 367604 |
| 174 | ASF MOQs Building Works-49 | Providing and laying 1:4:8 cement concrete bed under floors using graded stone ballast 2 inches (51 mm) and down gauge with leveling and ramming, watering and curing etc. complete. | 100 Cft | 2960 | 30851.45 | Thirty Thousand Eight Hundred Fifty One Rupees and Forty Five Paisas | 913203 |
| 175 | ASF MOQs Building Works-50 | Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing and curing etc. complete | 100 Sft | 8968 | 9631.678 | Nine Thousand Six Hundred Thirty One Rupees and Sixty Eight Paisas | 863769 |
| 176 | ASF MOQs Building Works-51 | Providing and laying light colour, glazed/non skid vitrified porcelain tiles (Polished) exceeding 3600 Sq.cm each (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over existing floor including jointing to tiles with joint filler of approved quality as per direction of the Engineer in charge | 100 Sft | 40832 | 66618.426 | Sixty Six Thousand Six Hundred Eighteen Rupees and Forty Three Paisas | 27201636 |
| 177 | ASF MOQs Building Works-52 | Providing and laying floor of 3/4" (19 mm) thick Granite tiles Pakistani Origin more than 3 Sq.ft. upto 5 Sq.ft. more than (0.28 Sq.m upto 1.46 Sq.m) size fine dressed on the surface without winding treads, risers, and mid stair landings, stairs/steps (in treads, risers and midstair landings) over 1 inch (25 mm) cement mortar 1:4 (one cement, four sand) setting the marble tile with grey cement, slurry over cement mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar | 100 Sft | 4568 | 114456.482 | One Lakh Fourteen Thousand Four Hundred Fifty Six Rupees and Forty Eight Paisas | 5228372 |
| 178 | ASF MOQs Building Works-53 | Making nosing of treads as per design and instructions of the Engineer-in-Charge | P. Rft | 1480 | 183.75 | One Hundred Eighty Three Rupees and Seventy Five Paisas | 271950 |
| 179 | ASF MOQs Building Works-54 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor | 100 Sft | 129462 | 6134.576 | Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas | 7941945 |
| 180 | ASF MOQs Building Works-55 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in First Floor | 100 Sft | 129462 | 6565.076 | Six Thousand Five Hundred Sixty Five Rupees and Eight Paisas | 8499279 |
| 181 | ASF MOQs Building Works-56 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Second Floor | 100 Sft | 129462 | 6995.576 | Six Thousand Nine Hundred Ninety Five Rupees and Fifty Eight Paisas | 9056613 |
| 182 | ASF MOQs Building Works-57 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Second Floor | 100 Sft | 129462 | 7426.076 | Seven Thousand Four Hundred Twenty Six Rupees and Eight Paisas | 9613947 |
| 183 | ASF MOQs Building Works-58 | ¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in Ground Floor | 100 Sft | 4484 | 5393.626 | Five Thousand Three Hundred Ninety Three Rupees and Sixty Three Paisas | 241850 |
| 184 | ASF MOQs Building Works-59 | ¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in First Floor | 100 Sft | 4484 | 5824.126 | Five Thousand Eight Hundred Twenty Four Rupees and Thirteen Paisas | 261154 |
| 185 | ASF MOQs Building Works-60 | ¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in Second Floor | 100 Sft | 4484 | 6254.626 | Six Thousand Two Hundred Fifty Four Rupees and Sixty Three Paisas | 280457 |
| 186 | ASF MOQs Building Works-61 | ¼ " (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc. including making edges, corners and curing etc. complete in Thrid Floor | 100 Sft | 4484 | 6685.126 | Six Thousand Six Hundred Eighty Five Rupees and Thirteen Paisas | 299761 |
| 187 | ASF MOQs Building Works-62 | Providing and fixing M.S. moulded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge | P.Rft | 672 | 657.72 | Six Hundred Fifty Seven Rupees and Seventy Two Paisas | 441988 |
| 188 | ASF MOQs Building Works-63 | Providing and fixing M.S. moulded steel door frames of 10" x 2-1/2" manufactured from mild steel sheet of 18 gauge conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge | P.Rft | 864 | 971.404 | Nine Hundred Seventy One Rupees and Forty Paisas | 839293 |
| 189 | ASF MOQs Building Works-64 | Providing and fixing 1-1/2 inches (38 mm) thick solid core deodar wood flushed veneered door shutters, with and including the cost of commercial plywood facing 3 mm. thick (3 ply) on both faces, fixed over best quality deodar wood frame 2 inches wide all-round 6 inches wide lock rail and 2nd class deodar wood solid core, i/c., 3/8 inch thick best quality deodar wood lipping on al! sides as per approved drawing, manufactured under power driven hydraulic press, including the cost of approved iron fittings but excluding the cost of handles and locking arrangement. | P.Sft | 1092 | 2027.984 | Two Thousand Twenty Seven Rupees and Ninety Eight Paisas | 2214559 |
| 190 | ASF MOQs Building Works-65 | Providing and fixing with brass screws lucky lock knob set of approved design (Taiwan make) cutting wood to required shape and size with two operating keys as per direction of the Engineer-in-Charge | Each | 48 | 5459.132 | Five Thousand Four Hundred Fifty Nine Rupees and Thirteen Paisas | 262038 |
| 191 | ASF MOQs Building Works-66 | Providing and fixing approved chromium plated brass handles 7" (178 mm) size heavy type with necessary brass screws . (Page No. 365/165) | Each | 96 | 851.634 | Eight Hundred Fifty One Rupees and Sixty Three Paisas | 81757 |
| 192 | ASF MOQs Building Works-67 | Providing and fixing with brass screws or specially supplied screws hydraulic door closer Rayobi or approved design No. 72, Japan make, cutting wood etc., to required shape and size as per direction of engineer-in-charge . (Page No. 357/70) | Each | 24 | 13063.75 | Thirteen Thousand Sixty Three Rupees and Seventy Five Paisas | 313530 |
| 193 | ASF MOQs Building Works-68 | Providing and laying heated asphalt on third floor roof at the rate of 20 Lbs. per hundred square feet (0.98 Kg per s.m) finished with washed coarse sand 3 cubic feet per hundred square feet (0.086 C.M. per s.m) including ramming with thappies etc. complete | 100 Sft | 4484 | 5662.818 | Five Thousand Six Hundred Sixty Two Rupees and Eighty Two Paisas | 253921 |
| 194 | ASF MOQs Building Works-69 | Providing and laying single layer of polythene sheet of 500 gauge (0.005 inch or 0.13 mm thick) under floors for water proofing laid as per specifications and instructions of the Engineer-in-Charge in Ground Floor (P. No. 83/26+84/38x2) | 100 Sft | 4484 | 1470.014 | One Thousand Four Hundred Seventy Rupees and One Paisa | 65915 |
| 195 | ASF MOQs Building Works-70 | Providing and fixing of Diamond Jumbolon insulation board 1-1/2" thick and polythene sheet over diamond jumbolon insulation for roof insulation as per directions of the Engineer-in-Charge in any floor in any height | P.Sft | 4484 | 191.058 | One Hundred Ninety One Rupees and Six Paisas | 856704 |
| 196 | ASF MOQs Building Works-71 | Providing and laying 1st class burnt clay tiles of 9" X 4-1/2" X 1-1/2" size grouted with 1:3 cement mortar over 4" thick (avg) puddled earth compacted and smooth finished to slope mixed with bhoosa at the rate of one seer of bhoosa for one cft. of puddled earth in Second Floor including flush pointing on tiles works with 1:3 cement mortar and curing complete | 100 Sft | 4484 | 21871.85 | Twenty One Thousand Eight Hundred Seventy One Rupees and Eighty Five Paisas | 980734 |
| 197 | ASF MOQs Building Works-72 | Providing and laying 1:2:4 cement concrete khuras 2" (51 mm) thick 2 ft. x 2 ft. (610 mm x 610 mm) size on roof including finishing with cement plaster 1:4, curing etc. complete | Each | 8 | 244.762 | Two Hundred Forty Four Rupees and Seventy Six Paisas | 1958 |
| 198 | ASF MOQs Building Works-73 | Providing and laying gola 3" x 3" (76 mm x 76 mm) concrete 1:2:4 using graded screened bajri at junction of roof slab and walls and finished with cement plaster 1:4 including curing etc. complete | 100 Rft | 720 | 4483.304 | Four Thousand Four Hundred Eighty Three Rupees and Thirty Paisas | 32280 |
| 199 | ASF MOQs Building Works-74 | Providing and fixing 4" (100 mm) dia polyvinyle chloride rain water (PVC) down pipe with mild steel clamps, bolts and nuts fixed in cement concrete 1:2:4 etc. complete | P. Rft | 320 | 1006.138 | One Thousand Six Rupees and Fourteen Paisas | 321964 |
| 200 | ASF MOQs Building Works-75 | Providing and fixing 4" (80 mm) dia polyvinyle chloride (PVC) bend of any degree for rain water down pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete. | Each | 32 | 2447.382 | Two Thousand Four Hundred Forty Seven Rupees and Thirty Eight Paisas | 78316 |
| 201 | ASF MOQs Building Works-76 | Providing and fixing fully glazed Champagne anodized or powder coated aluminium Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), Deluxe model box 101 section 95mm x 30mm and 1.6mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, including the cost of glass6mm thick | P.Sft | 750 | 2119.894 | Two Thousand One Hundred Nineteen Rupees and Eighty Nine Paisas | 1589921 |
| 202 | ASF MOQs Building Works-77 | Providing and fixing P.V.C board 2' x 2' tiles printed ceiling including Aluminum T & L angle 1" x 1" i.c hanger clips jointing clips and G.I Wire etc complete as required in any floor | P.Sft | 4484 | 324.52 | Three Hundred Twenty Four Rupees and Fifty Two Paisas | 1455148 |
| 203 | ASF MOQs Building Works-78 | Painting iron work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming complete at any height in any floor | 100 Sft | 592 | 8499.75 | Eight Thousand Four Hundred Ninety Nine Rupees and Seventy Five Paisas | 50319 |
| 204 | ASF MOQs Building Works-79 | Painting wood work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor | 100 Sft | 2184 | 8336.804 | Eight Thousand Three Hundred Thirty Six Rupees and Eighty Paisas | 182076 |
| 205 | ASF MOQs Building Works-80 | Painting with (ICI) Dulux plastic emulsion paint VIP of approved shade two coats over and including the cost of wall putty / priming coat complete over plastered surface at any height in any floor | 100 Sft | 100662 | 9432.332 | Nine Thousand Four Hundred Thirty Two Rupees and Thirty Three Paisas | 9494774 |
| 206 | ASF MOQs Building Works-81 | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height any floor. (P. No. 390/172) | 100 Sft | 28200 | 6172.25 | Six Thousand One Hundred Seventy Two Rupees and Twenty Five Paisas | 1740575 |
| 207 | ASF MOQs Building Works-82 | Providing and fixing cabinet wall mounted of 3/4" thick lamminated board with best quality deodar wood frame and beading 1/8" thick hard borad backing required section in approvedpattern etc. fixed on wall with rawal plug, screws i/c cost of glue, nails, piano hinges, handles and painting or polishing as drawing complete all as respect | P.Sft | 1280 | 1908.55 | One Thousand Nine Hundred Eight Rupees and Fifty Five Paisas | 2442944 |
| 208 | ASF MOQs Building Works-83 | Providing and fixing 2" dia. stainless steel pipe (18 guage) railing along with 4", 3/4" dia. parallel pipe having S.S pipe vertical post 2" dia. at 3 ft c/c average spacing and 4" dia. vertical post at start turning and end point including cost of labour, welding charges fitting and fixing in marble floor and wall etc. complete as per direction of the engineer incharge | P.Rft | 240 | 3128.132 | Three Thousand One Hundred Twenty Eight Rupees and Thirteen Paisas | 750752 |
| 209 | ASF MOQs Building Works-84 | Providing and fixing Windows roll up blinds sunscreen, dark out, or translucent fabric any colour/shade best quality (imported) with manual roll up arraangements coomplete in all respect with all other required accessories and hardware from the approved suppliers and manufacturers as per direction of Engineer incharge | P. Sft | 3456 | 440.412 | Four Hundred Forty Rupees and Forty One Paisas | 1522064 |
| 210 | ASF MOQs Sanitary Works-01 | Making connection with the existing G.I. pipe upto 2 inches dia including cutting the pipe and providing and fixing necessary fittings | Each | 2 | 2181.9 | Two Thousand One Hundred Eighty One Rupees and Ninety Paisas | 4363.8 |
| 211 | ASF MOQs Sanitary Works-02 | P/F 1-1/2" Ø uPVC pipe "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) | Rft | 600 | 204.358 | Two Hundred Four Rupees and Thirty Six Paisas | 122614.8 |
| 212 | ASF MOQs Sanitary Works-03 | P/F 1" Ø uPVC Pipe "E" class with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2) | Rft | 480 | 144.788 | One Hundred Forty Four Rupees and Seventy Nine Paisas | 69498.24 |
| 213 | ASF MOQs Sanitary Works-04 | --do-- but 3/4" Ø uPVC E Class pipe | Rft | 1200 | 135.632 | One Hundred Thirty Five Rupees and Sixty Three Paisas | 162758.4 |
| 214 | ASF MOQs Sanitary Works-05 | P/F of 1-1/2 inch dia ball valve (with PVC Ball) made to B.S.S. 1212 | Each | 16 | 1220.24 | One Thousand Two Hundred Twenty Rupees and Twenty Four Paisas | 19523.84 |
| 215 | ASF MOQs Sanitary Works-06 | --do-- but 1" Ø Ball Valve | Each | 56 | 985.18 | Nine Hundred Eighty Five Rupees and Eighteen Paisas | 55170.08 |
| 216 | ASF MOQs Sanitary Works-07 | Providing and fixing Pakistani best quality European style white glazed earthenware W.,C pan complete with and including the cost of plastic seat and buffers, 13.6 litres flushing cistern with internal fittings complete, P.V.C flushing pipe with fittings and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4. | Each | 32 | 20037.5 | Twenty Thousand Thirty Seven Rupees and Fifty Paisas | 641200 |
| 217 | ASF MOQs Sanitary Works-08 | Providing and fixing squatting type W.C.Pan in white vitreous china with integral treads (Pakistani) orissa pattern and uPVC. trap 100mm dia. Complete with and including the cost of 13.6 litres best quality low level plastic flushing cistern with internal fittings complete, P.V.C. flushing pipe suitable for this type with fittings and making requisite number of holes in walls, plinth & floor for pipe connections and making good in cement concrete 1:2:4. | Each | 64 | 17118.5 | Seventeen Thousand One Hundred Eighteen Rupees and Fifty Paisas | 1095584 |
| 218 | ASF MOQs Sanitary Works-09 | P/F of 22 inches x 16 inches (560 x 406 mm) lavatory basin in white glazed earthenware (Pakistani) complete with and including the cost of glazed earthenware half pedestal, Brass oxidized bolts kit built into walls 1/2 inches dia. Chrome plated mixer, 1-1/4 inches rubber plug and chrome plated brass chain 1-1/4 inches dia brass waste of approved pattern 1-1/4 inches dia chromium plated battal trap with unions and making requisite, number of holes in walls, plinth and floor for pip.e connections and making good in cement concrete 1:2:4. | Each | 64 | 21253.75 | Twenty One Thousand Two Hundred Fifty Three Rupees and Seventy Five Paisas | 1360240 |
| 219 | ASF MOQs Sanitary Works-10 | Providing & fixing chromium plated Muslim bib-cock with Muslim Shower of approved quality | Each | 80 | 4734.45 | Four Thousand Seven Hundred Thirty Four Rupees and Forty Five Paisas | 378756 |
| 220 | ASF MOQs Sanitary Works-11 | Providing and fixing 1/2 inches dia. (15 mm) CP Bib cocks. (SH-307/2) | Each | 160 | 1582.56 | One Thousand Five Hundred Eighty Two Rupees and Fifty Six Paisas | 253209.6 |
| 221 | ASF MOQs Sanitary Works-12 | P/F of 1/2 inch dia CP stop cocks/ Tee Stop Cock (Master / Faisal etc.) as directed | Each | 240 | 1722.56 | One Thousand Seven Hundred Twenty Two Rupees and Fifty Six Paisas | 413414.4 |
| 222 | ASF MOQs Sanitary Works-13 | Providing and fixing 24 inches x 18 inches (610 mm x 457 mm) looking mirror of Imported glass 5 mm thick fixing with CP clamps and screws | Each | 64 | 3043.572 | Three Thousand Forty Three Rupees and Fifty Seven Paisas | 194788.608 |
| 223 | ASF MOQs Sanitary Works-14 | P/F bath room accessories of set of 6 pieces consist of one shelf, one towel rod with bracket, one towel ring, one soap dish, one tooth Brush holder with glass, one tissue paper holder one double hook etc complete of approved quality as per direction of Engineer in-charge. | Each | 64 | 16537.5 | Sixteen Thousand Five Hundred Thirty Seven Rupees and Fifty Paisas | 1058400 |
| 224 | ASF MOQs Sanitary Works-15 | Providing and fixing uPVC Multi floor trape of sizes with gratings including cutting and makeing the requsite number of holes in walls plinth and floors and making good in 1:2:4, C.C. | Each | 128 | 2043.202 | Two Thousand Forty Three Rupees and Twenty Paisas | 261529.856 |
| 225 | ASF MOQs Sanitary Works-16 | P/F 4" dia (u.P.V.C) "E" class pipe with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2) | Rft | 1408 | 1006.768 | One Thousand Six Rupees and Seventy Seven Paisas | 1417529.344 |
| 226 | ASF MOQs Sanitary Works-17 | Providing and fixing 6" x 6" (150 mm x 150 mm) with 4 inches (100 mm) outlet cement concrete C.I. gully trap wt: 42 Ibs. (19 kg.) complete with 4 inches thick (100 mm) 1:2:4 cement concrete for bed and kerb, 1/2 inch (13 mm) thick cement plaster (1:3) to the kerb, C.I. grating 6 inches x 6 inches (150 mm x 150 mm) and C.I. cover and frame 12 inches x 12 inches (305 mm x 305 mm) (inside) etc., complete. | Each | 32 | 5794.6 | Five Thousand Seven Hundred Ninety Four Rupees and Sixty Paisas | 185427.2 |
| 227 | ASF MOQs Sanitary Works-18 | Providing manhole type 'A' size 2 feet x 1-1/2 feet ) (inside dimensions) x 2 feet (610 mm) deep as per approved design and specifications complete for 4 inches to 12 inches dia pipes up to 3 feet-11 inches depth with cast iron cover and frame 16 inches dia, inside (weight=1 Cwt.1 Qtr.) or 63.5 kg. fixed in 4 inches thick RCC 1:2:4 slab, 8 inches thick c.c. 1:3:6 block masonry walls set in 1:3 c.m; 6 inches thick 1:3:6 c.c. in foundation 1:2:4 c.c. in benching, 1/2 inches thick cement plaster in 1:3 C.M. to all inside wall surface, channels and benching etc. and to top including making requisite umber of main and branch channels but excluding the cost of excavation back filling and disposal of excavated stuff, manhole cover and frame | Each | 30 | 14864.486 | Fourteen Thousand Eight Hundred Sixty Four Rupees and Forty Nine Paisas | 445934.58 |
| 228 | ASF MOQs Sanitary Works-19 | Add for extra depth beyond 2 feet and up to 3 feet-11 inches (610 mm and up to 1194 mm) for 'A' type manholes (for depth lesser than 2 feet or 610 mm deduct at the same rate). | P-Inch | 720 | 280.224 | Two Hundred Eighty Rupees and Twenty Two Paisas | 201761.28 |
| 229 | ASF MOQs Sanitary Works-20 | Providing 12" Ø RCC pipes and collars of class 'A' and fixing in trench including cutting, fitting and jointing with maxphalt composition and cement mortar (1:1) and testing with water to a head of 4 feet (1.22 m) above the top of the highest pipe including cartage within 10 miles | Rft | 1120 | 595.112 | Five Hundred Ninety Five Rupees and Eleven Paisas | 666525.44 |
| 230 | ASF MOQs Sanitary Works-21 | Making connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and .making the required channel etc., complete | Each | 2 | 1050 | One Thousand Fifty Rupees | 2100 |
| 231 | ASF MOQs Sanitary Works-22 | Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S flat iron, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer Incharge | P.Cft | 30 | 3184.622 | Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas | 95538.66 |
| 232 | ASF MOQs Sanitary Works-23 | Providing and fixing water tank made of food grade polyethylene material 1000 gallon (Supper tuff) i/c cost of specials and cartage upto site as per direction of Engineer in charge | Each | 16 | 132300 | One Lakh Thirty Two Thousand Three Hundred Rupees | 2116800 |
| 233 | ASF MOQs Sanitary Works-24 | Providing and Fixing of 3" dia Bore hole with Submersible pump of approved make deepth upto 450 ft complete in all respect as Instruction of Engineer Incharge. (A.R) | Each | 4 | 550000 | Five Lakh Fifty Thousand Rupees | 2200000 |
| 234 | ASF MOQs Soakage well and septic tank-01 | Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 788 | 1902.25 | One Thousand Nine Hundred Two Rupees and Twenty Five Paisas | 14990 |
| 235 | ASF MOQs Soakage well and septic tank-02 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc. complete | 100 Cft | 48 | 34306.426 | Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas | 16467 |
| 236 | ASF MOQs Soakage well and septic tank-03 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level) | 100 Cft | 206 | 54015.99 | Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas | 111273 |
| 237 | ASF MOQs Soakage well and septic tank-04 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved wall 4-1/2 inches (114 mm) or less thickness including scaffolding, raking out joints and curing etc, complete in foundation, basement and plinth (foundation and basement masonry upto 5 (1.52 Ru.m.) feet depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) | 100 Cft | 32 | 59005.24 | Fifty Nine Thousand Five Rupees and Twenty Four Paisas | 18882 |
| 238 | ASF MOQs Soakage well and septic tank-05 | ½ " (13 mm) thick cement plaster 1:4 on wall and columns etc. including making edges, corners and curing etc. complete in Ground Floor | 100 Sft | 450 | 6134.576 | Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas | 27606 |
| 239 | ASF MOQs Soakage well and septic tank-06 | Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, and curing etc. complete | 100 Sft | 66 | 9631.678 | Nine Thousand Six Hundred Thirty One Rupees and Sixty Eight Paisas | 6357 |
| 240 | ASF MOQs Soakage well and septic tank-07 | Excavation for wells, circular underground tanks and soak spits etc., in all kinds of soil (except gravelly and murum soil, wet silt clay or mud, conglomeration of gravel and boulders, soft. sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 Ru.m) | |||||
| 241 | i | lift up to 5 feet | 100 Cft | 442 | 2110.066 | Two Thousand One Hundred Ten Rupees and Seven Paisas | 9326 |
| 242 | ii | lift up to 8 feet | 100 Cft | 264 | 2442.566 | Two Thousand Four Hundred Forty Two Rupees and Fifty Seven Paisas | 6448 |
| 243 | iii | lift up to 11 feet | 100 Cft | 264 | 2775.066 | Two Thousand Seven Hundred Seventy Five Rupees and Seven Paisas | 7326 |
| 244 | iv | lift up to 14 feet | 100 Cft | 264 | 3107.566 | Three Thousand One Hundred Seven Rupees and Fifty Seven Paisas | 8204 |
| 245 | v | lift up to 17 feet | 100 Cft | 264 | 3440.066 | Three Thousand Four Hundred Forty Rupees and Seven Paisas | 9082 |
| 246 | vi | lift up to 20 feet | 100 Cft | 264 | 3772.566 | Three Thousand Seven Hundred Seventy Two Rupees and Fifty Seven Paisas | 9960 |
| 247 | vii | lift up to 23 feet | 100 Cft | 264 | 4105.066 | Four Thousand One Hundred Five Rupees and Seven Paisas | 10837 |
| 248 | viii | lift up to 26 feet | 100 Cft | 264 | 4437.51 | Four Thousand Four Hundred Thirty Seven Rupees and Fifty One Paisas | 11715 |
| 249 | ix | lift up to 29 feet | 100 Cft | 264 | 4770.01 | Four Thousand Seven Hundred Seventy Rupees and One Paisa | 12593 |
| 250 | x | lift up to 30 feet | 100 Cft | 88 | 5102.51 | Five Thousand One Hundred Two Rupees and Fifty One Paisas | 4490 |
| 251 | ASF MOQs Soakage well and septic tank-08 | Providing and laying first class solid burnt brick masonry in cement mortar 1:3 wells (steining) 9 inches (229 mm) to 13-1/2 inch (343 mm) thick including scaffolding curing etc. complete | |||||
| 252 | i | Depth upto 10 feet | 100 Cft | 318 | 73238.494 | Seventy Three Thousand Two Hundred Thirty Eight Rupees and Forty Nine Paisas | 232898 |
| 253 | ii | Depth upto 15 feet | 100 Cft | 158 | 75032.524 | Seventy Five Thousand Thirty Two Rupees and Fifty Two Paisas | 118551 |
| 254 | iii | Depth upto 20 feet | 100 Cft | 158 | 76826.554 | Seventy Six Thousand Eight Hundred Twenty Six Rupees and Fifty Five Paisas | 121386 |
| 255 | iv | Depth upto 25 feet | 100 Cft | 158 | 78620.584 | Seventy Eight Thousand Six Hundred Twenty Rupees and Fifty Eight Paisas | 124221 |
| 256 | v | Depth upto 30 feet | 100 Cft | 158 | 80414.614 | Eighty Thousand Four Hundred Fourteen Rupees and Sixty One Paisas | 127055 |
| 257 | ASF MOQs Soakage well and septic tank-09 | Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S angle iron frame, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer Incharge | P.Cft | 50 | 3184.622 | Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas | 159231 |
| 258 | ASF MOQs Soakage well and septic tank-10 | Providing and laying reinforced cement concrete using Lawrenecepur sand and crushed graded boulders 3/4 inch (19 mm) and down gauge in place of screened graded bajri in any item of RCC of mix not leaner than 1:2:4 crushing strength of works cube in this case will be 3000 Ibs. per sq. inch (20.69 N/mm2 at 28 days) with a mix not leaner than 1:2:4 in curved beams, linteis and cantilever beams of required shape or section including form work and its removal, compacting and curing etc, complete but excluding the cost of reinforcement, in basement and ground floor. | 100 Cft | 64 | 74270.252 | Seventy Four Thousand Two Hundred Seventy Rupees and Twenty Five Paisas | 47533 |
| 259 | ASF MOQs Soakage well and septic tank-11 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension | P.Kg | 160 | 395.43 | Three Hundred Ninety Five Rupees and Forty Three Paisas | 63269 |
| 260 | ASF MOQs Soakage well and septic tank-12 | P/L Brick bats 3 inch and down gauge in soakage pit including cartage, wastage, etc complete as per direction of the Engineer Incharge | P.Cft | 452 | 102 | One Hundred Two Rupees | 46104 |
| 261 | ASF JS Apartments Building Works-01 | Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chainand lift upto 5 feet | 100 Cft | 17422 | 1902.25 | One Thousand Nine Hundred Two Rupees and Twenty Three Paisas | 331410 |
| 262 | ASF JS Apartments Building Works-02 | Cartage of sand, bajri, lime, surkhi, murum, manure, earth & building rubbish including loading, unloading and stacking etc at site dispose off ( by mechanical means) beyond 2 miles (3.2 Km) lead. | 100 Cft | 17422 | 676.718 | Six Hundred Seventy Six Rupees and Seventy Two Paisas | 117898 |
| 263 | ASF JS Apartments Building Works-03 | Providing & carrying out termite proofing in foundation. Under flloos and wood work surface with a soloution using of confront TC with water and spraying the solutio of the area to be treated as completed as per direction of Engineer incharge | P.Sft. | 4356 | 18.382 | Eighteen Rupees and Thirty Eight Paisas | 80072 |
| 264 | ASF JS Apartments Building Works-04 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch and down gauge in foundation including levelling, compacting and curing etc.complete. | 100 Cft | 1145 | 34306.426 | Thirty Four Thousand Three Hundred Six Rupees and Forty Three Paisas | 392809 |
| 265 | ASF JS Apartments Building Works-05 | Providing and laying reinforced cement concrete using crushed graded boulder 3/4 inch (19 mm) and down gauge and lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch (23.24 N/mm2 ) at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth. | 100 Cft | 7623 | 54298.006 | Fifty Four Thousand Two Hundred Ninety Eight Rupees and One Paisa | 4139137 |
| 266 | ASF JS Apartments Building Works-06 | --do-- but in columns of square shape of regular section in foundation basement and plinth | 100 Cft | 204 | 66501.764 | Sixty Six Thousand Five Hundred One Rupees and Seventy Six Paisas | 135664 |
| 267 | ASF JS Apartments Building Works-07 | --do-- but in plinth beams of required shape and design in foundation basement and plinth | 100 Cft | 537 | 64324.274 | Sixty Four Thousand Three Hundred Twenty Four Rupees and Twenty Seven Paisas | 345421 |
| 268 | ASF JS Apartments Building Works-08 | --do-- but in columns of square shape of regular section in the ground floor | 100 Cft | 510 | 81591.034 | Eighty One Thousand Five Hundred Ninety One Rupees and Three Paisas | 416114 |
| 269 | ASF JS Apartments Building Works-09 | --do-- but in columns of square shape of regular section in the 1st floor | 100 Cft | 510 | 85527.078 | Eighty Five Thousand Five Hundred Twenty Seven Rupees and Eight Paisas | 436188 |
| 270 | ASF JS Apartments Building Works-10 | --do-- but in columns of square shape of regular section in the 2nd floor | 100 Cft | 510 | 88621.904 | Eighty Eight Thousand Six Hundred Twenty One Rupees and Ninety Paisas | 451972 |
| 271 | ASF JS Apartments Building Works-11 | --do-- but in columns of square shape of regular section in the 3rd floor | 100 Cft | 510 | 91716.73 | Ninety One Thousand Seven Hundred Sixteen Rupees and Seventy Three Paisas | 467755 |
| 272 | ASF JS Apartments Building Works-12 | --do-- but in columns of square shape of regular section in the 4th floor | 100 Cft | 45 | 94811.556 | Ninety Four Thousand Eight Hundred Eleven Rupees and Fifty Six Paisas | 42665 |
| 273 | ASF JS Apartments Building Works-13 | --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in basement and ground floor | 100 Cft | 1347 | 74064.942 | Seventy Four Thousand Sixty Four Rupees and Ninety Four Paisas | 997655 |
| 274 | ASF JS Apartments Building Works-14 | --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in the 1st floor | 100 Cft | 1347 | 78000.986 | Seventy Eight Thousand Rupees and Ninety Nine Paisas | 1050673 |
| 275 | ASF JS Apartments Building Works-15 | --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in the 2nd floor | 100 Cft | 1347 | 81095.812 | Eighty One Thousand Ninety Five Rupees and Eighty One Paisas | 1092361 |
| 276 | ASF JS Apartments Building Works-16 | --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in the 3rd floor | 100 Cft | 1347 | 84190.638 | Eighty Four Thousand One Hundred Ninety Rupees and Sixty Four Paisas | 1134048 |
| 277 | ASF JS Apartments Building Works-17 | --do-- but in Straight beams, Lintols, cantilever beams of required shape and section in the 4th floor | 100 Cft | 292 | 87285.464 | Eighty Seven Thousand Two Hundred Eighty Five Rupees and Forty Six Paisas | 254874 |
| 278 | ASF JS Apartments Building Works-18 | --do-- but in ordinary slab 5 inches to 6 inches thick in basement plinth and ground floor | 100 Cft | 1570 | 71634.374 | Seventy One Thousand Six Hundred Thirty Four Rupees and Thirty Seven Paisas | 1124660 |
| 279 | ASF JS Apartments Building Works-19 | --do-- but in ordinary slab 5 inches to 6 inches thick in the 1st floor | 100 Cft | 1570 | 96899.712 | Ninety Six Thousand Eight Hundred Ninety Nine Rupees and Seventy One Paisas | 1521325 |
| 280 | ASF JS Apartments Building Works-20 | --do-- but in ordinary slab 5 inches to 6 inches thick in the 2nd floor | 100 Cft | 1570 | 99994.538 | Ninety Nine Thousand Nine Hundred Ninety Four Rupees and Fifty Four Paisas | 1569914 |
| 281 | ASF JS Apartments Building Works-21 | --do-- but in ordinary slab 5 inches to 6 inches thick in the 3rd floor | 100 Cft | 1570 | 103089.364 | One Lakh Three Thousand Eighty Nine Rupees and Thirty Six Paisas | 1618503 |
| 282 | ASF JS Apartments Building Works-22 | --do-- but in ordinary slab 5 inches to 6 inches thick in the 4th floor | 100 Cft | 196 | 106184.19 | One Lakh Six Thousand One Hundred Eighty Four Rupees and Nineteen Paisas | 208121 |
| 283 | ASF JS Apartments Building Works-23 | --do-- but in straight stair and landings in basement plinth and ground floor | 100 Cft | 128 | 88774.938 | Eighty Eight Thousand Seven Hundred Seventy Four Rupees and Ninety Four Paisas | 113632 |
| 284 | ASF JS Apartments Building Works-24 | --do-- but in straight stair and landingsin the 1st floor | 100 Cft | 128 | 92710.982 | Ninety Two Thousand Seven Hundred Ten Rupees and Ninety Eight Paisas | 118670 |
| 285 | ASF JS Apartments Building Works-25 | --do-- but in straight stair and landingsin the 2nd floor | 100 Cft | 128 | 95805.808 | Ninety Five Thousand Eight Hundred Five Rupees and Eighty One Paisas | 122631 |
| 286 | ASF JS Apartments Building Works-26 | --do-- but in straight stair and landingsin the 3rd floor (P.No.181/50+195/134+ 195/137+195/143+188/92+ 2x189/93) | 100 Cft | 128 | 98900.634 | Ninety Eight Thousand Nine Hundred Rupees and Sixty Three Paisas | 126593 |
| 287 | ASF JS Apartments Building Works-27 | --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thick in basement plinth and ground floor | 100 Cft | 1570 | 78451.898 | Seventy Eight Thousand Four Hundred Fifty One Rupees and Ninety Paisas | 1231695 |
| 288 | ASF JS Apartments Building Works-28 | --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thick in the 1st floor | 100 Cft | 61 | 82387.942 | Eighty Two Thousand Three Hundred Eighty Seven Rupees and Ninety Four Paisas | 50257 |
| 289 | ASF JS Apartments Building Works-29 | --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thickin the 2nd floor | 100 Cft | 196 | 85482.768 | Eighty Five Thousand Four Hundred Eighty Two Rupees and Seventy Seven Paisas | 167546 |
| 290 | ASF JS Apartments Building Works-30 | --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thickin the 3rd floor | 100 Cft | 48 | 88577.594 | Eighty Eight Thousand Five Hundred Seventy Seven Rupees and Fifty Nine Paisas | 42517 |
| 291 | ASF JS Apartments Building Works-31 | --do-- but in ordinary cantilevered slab, sunshade or chajja 3 inches to less than 5 inches thickin the 4th floor | 100 Cft | 128 | 91672.42 | Ninety One Thousand Six Hundred Seventy Two Rupees and Forty Two Paisas | 117341 |
| 292 | ASF JS Apartments Building Works-32 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work including septic tanks and under ground tanks and in projections for future extension in Foundation, plinth and ground floor. | Kg | 38055 | 395.43 | Three Hundred Ninety Five Rupees and Forty Three Paisas | 15048089 |
| 293 | ASF JS Apartments Building Works-33 | --do-- but Reinforcement bars Gde-60 in 1st floor | Kg | 11361 | 401.646 | Four Hundred One Rupees and Sixty Five Paisas | 4563100 |
| 294 | ASF JS Apartments Building Works-34 | --do-- but Reinforcement bars Gde-60 in 2nd floor | Kg | 11361 | 407.862 | Four Hundred Seven Rupees and Eighty Six Paisas | 4633720 |
| 295 | ASF JS Apartments Building Works-35 | --do-- but Reinforcement bars Gde-60 in 3rd floor | Kg | 11361 | 414.078 | Four Hundred Fourteen Rupees and Eight Paisas | 4704340 |
| 296 | ASF JS Apartments Building Works-36 | --do-- but Reinforcement bars Gde-60 in 4th floor | Kg | 1833 | 420.294 | Four Hundred Twenty Rupees and Twenty Nine Paisas | 770399 |
| 297 | ASF JS Apartments Building Works-37 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth (foundation and basement masonry up to 5 feet (1.52 Ru.m.) depth and plinth up to 4 feet (1.2 Ru.m.) height from ground level) . | 100 Cft | 384 | 54015.99 | Fifty Four Thousand Fifteen Rupees and Ninety Nine Paisas | 207421 |
| 298 | ASF JS Apartments Building Works-38 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in superstructure in Ground Floor | 100 Cft | 2029 | 57765.358 | Fifty Seven Thousand Seven Hundred Sixty Five Rupees and Thirty Six Paisas | 1172059 |
| 299 | ASF JS Apartments Building Works-39 | --do-- but class solid burnt brick masonry in the 1st floor | 100 Cft | 2029 | 61042.884 | Sixty One Thousand Forty Two Rupees and Eighty Eight Paisas | 1238560 |
| 300 | ASF JS Apartments Building Works-40 | --do-- but class solid burnt brick masonry in the 2nd floor | 100 Cft | 2029 | 63637.784 | Sixty Three Thousand Six Hundred Thirty Seven Rupees and Seventy Eight Paisas | 1291211 |
| 301 | ASF JS Apartments Building Works-41 | --do-- but class solid burnt brick masonryin the 3rd floor | 100 Cft | 2029 | 66232.684 | Sixty Six Thousand Two Hundred Thirty Two Rupees and Sixty Eight Paisas | 1343861 |
| 302 | ASF JS Apartments Building Works-42 | --do-- but class solid burnt brick masonry in the 4th floor | 100 Cft | 516 | 68827.584 | Sixty Eight Thousand Eight Hundred Twenty Seven Rupees and Fifty Eight Paisas | 355150 |
| 303 | ASF JS Apartments Building Works-43 | Providing and laying gola 3" x 3" size wrth lime surkhi concrete 1:2:4 (1 lime, 2 surkhi and 4 brick ballast) with 1" (25 mm) and down gauge brick ballast at the junction of roof slab and walls and finished with lime surkhi plaster 1:2 including curing etc., complete | 100 Rft | 516 | 3198.832 | Three Thousand One Hundred Ninety Eight Rupees and Eighty Three Paisas | 16506 |
| 304 | ASF JS Apartments Building Works-44 | Providing & laying of Aluminium foil 4mm thick Ezogrip of approved quality i/c the cost of clearing roof , cartage, wastage etc completed as per direction of Engineer incharge in any height in any floor | P-Sft | 3140 | 207.382 | Two Hundred Seven Rupees and Thirty Eight Paisas | 651179 |
| 305 | ASF JS Apartments Building Works-45 | 1/4" thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc., in basement, mezzanine and ground floor including making edges, corners and curing etc., complete. | 100 Sft. | 3072 | 5393.626 | Five Thousand Three Hundred Ninety Three Rupees and Sixty Three Paisas | 165692 |
| 306 | ASF JS Apartments Building Works-46 | ---- do --- but ceiling polaster on 1st Floor | 100 Sft. | 3072 | 5824.126 | Five Thousand Eight Hundred Twenty Four Rupees and Thirteen Paisas | 178917 |
| 307 | ASF JS Apartments Building Works-47 | ---- do --- but ceiling polaster on 2nd Floor | 100 Sft. | 3072 | 6254.626 | Six Thousand Two Hundred Fifty Four Rupees and Sixty Three Paisas | 192142 |
| 308 | ASF JS Apartments Building Works-48 | ---- do --- but ceiling polaster on 3rd Floor | 100 Sft. | 3072 | 6685.126 | Six Thousand Six Hundred Eighty Five Rupees and Thirteen Paisas | 205367 |
| 309 | ASF JS Apartments Building Works-49 | ---- do --- but ceiling polaster on 4th Floor | 100 Sft. | 157 | 7115.626 | Seven Thousand One Hundred Fifteen Rupees and Sixty Three Paisas | 11172 |
| 310 | ASF JS Apartments Building Works-50 | 1/2" thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete. | 100 Sft. | 14262 | 6134.576 | Six Thousand One Hundred Thirty Four Rupees and Fifty Eight Paisas | 874913 |
| 311 | ASF JS Apartments Building Works-51 | ---- do --- but Wall Plaster on 1st Floor | 100 Sft. | 3072 | 6565.076 | Six Thousand Five Hundred Sixty Five Rupees and Eight Paisas | 201679 |
| 312 | ASF JS Apartments Building Works-52 | ---- do --- but Wall Plaster on 2nd Floor | 100 Sft. | 157 | 6995.576 | Six Thousand Nine Hundred Ninety Five Rupees and Fifty Eight Paisas | 10983 |
| 313 | ASF JS Apartments Building Works-53 | ---- do --- but Wall Plaster on 3rd Floor | 100 Sft. | 2200 | 7426.076 | Seven Thousand Four Hundred Twenty Six Rupees and Eight Paisas | 163374 |
| 314 | ASF JS Apartments Building Works-54 | ---- do --- but Wall Plaster on 4th Floor | 100 Sft. | 616 | 7856.576 | Seven Thousand Eight Hundred Fifty Six Rupees and Fifty Eight Paisas | 48397 |
| 315 | ASF JS Apartments Building Works-55 | Providing and fixing M.S. molded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:1:2 etc. in any floor at any height complete as directed by the Engineer-in-Charge | P.Rft | 1960 | 657.72 | Six Hundred Fifty Seven Rupees and Seventy Two Paisas | 1289131 |
| 316 | ASF JS Apartments Building Works-56 | Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches in depth to full compaction and lift upto 5 feet. | 100 Cft. | 4667 | 6817.916 | Six Thousand Eight Hundred Seventeen Rupees and Ninety Two Paisas | 318192 |
| 317 | ASF JS Apartments Building Works-57 | Providing and laying 1:4:8 cement concrete bed under floors using graded stone ballast 2 inches and down gauge with levelling and ramming, watering and curing etc. complete. | 100 Cft | 1737 | 30851.45 | Thirty Thousand Eight Hundred Fifty One Rupees and Forty Five Paisas | 535890 |
| 318 | ASF JS Apartments Building Works-58 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet depth (1.52 m) and plinth up to 4 feet (1.2 m) height from ground level . | 100 Cft. | 183 | 54057.08 | Fifty Four Thousand Fifty Seven Rupees and Eight Paisas | 98924 |
| 319 | ASF JS Apartments Building Works-59 | Providing and laying light colour, glazed/non skid vitrified porcelean tiles (Polished) not exceeding 1600 Sqcm and upto 3600 each, (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge. | 100 Sft | 22903 | 56855.036 | Fifty Six Thousand Eight Hundred Fifty Five Rupees and Four Paisas | 13021509 |
| 320 | ASF JS Apartments Building Works-60 | P/F 12mm thick tempered glass, Swing door Pak made as per approved manufacrurers (fixing through their approved fabricators) D-Lock silicon, moving machines all accessories, cutting holes etc and making good damages erc compete as required in any floor as per direction of Engineer incharge. | Sft | 84 | 3168.746 | Three Thousand One Hundred Sixty Eight Rupees and Seventy Five Paisas | 266175 |
| 321 | ASF JS Apartments Building Works-61 | P/F 12mm tempered glass fixed partition as per approved manufacrurers (fixing through their approved fabricators) i/c 3M safety film 175 micron, aluminuym section D-48 (100mm X 38mm and 233) thick i/c the aluminnum fittings and S.S pipe 1.5" X 3" (18 Guage) fixed on top with all accessories, cutting holes etc and making good damages erc compete as required in any floor as per direction of Engineer incharge. | Sft | 84 | 2254.84 | Two Thousand Two Hundred Fifty Four Rupees and Eighty Four Paisas | 189407 |
| 322 | ASF JS Apartments Building Works-62 | Providing and fixing fully glazed Bronze anodized or powder coated aluminium Sliding windows as per British standard manufactured by Lucky, Alcop, Krudson, Pakistan cable and A.C.P. (fixing through their approved fabricators) deluxe model box section 95mm x 30mm and 2mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans.. | Sft | 1056 | 1791.566 | One Thousand Seven Hundred Ninety One Rupees and Fifty Seven Paisas | 1891894 |
| 323 | ASF JS Apartments Building Works-63 | Providing and fixing Tinted glass panes 5mm thick to M.S. Box pipe / Aluminium doors, windows and ventilators etc including the cost of labour but excluding the cost of M.S. square pipe beading, rubber packing and screw in any floor at any height.. | Sft | 1056 | 520.548 | Five Hundred Twenty Rupees and Fifty Five Paisas | 549699 |
| 324 | ASF JS Apartments Building Works-64 | Providing and fixing tinted or frosted glass paper with and including the cost of washing the glass with shampoo and finishing complete in all respect as directed in any floor | Sft | 2280 | 250 | Two Hundred Fifty Rupees and Zero Paisas | 570000 |
| 325 | ASF JS Apartments Building Works-65 | Providing and fixing Windo roll up blinds sunscreen, dark out, or translucent fabric any colour/shade best quality (imported) with manual roll up arraangements coomplete in all respect with all other required accessories and hardware from the approved suppliers and manufacturers as per direction of Engineer incharge .. | Sft | 1056 | 440.412 | Four Hundred Forty Rupees and Forty One Paisas | 465075 |
| 326 | ASF JS Apartments Building Works-66 | Providing and fixing 1-1/2 inches thick solid core deodar wood flushed veneered door shutters, with and including the cost of commercial plywood facing 3 mm. thick (3 ply) on both faces, fixed over best quality deodar wood frame 2 inches wide alround 6 inches wide lock rail and 2nd class deodar wood solid core, i/c., 1/4 inch thick best quality deodar wood lipping on al! sides as per approved drawing, manufactured under power driven hydraulic press, including the cost of approved iron fittings but excluding the cost of handles and locking arrangement.. | Sft | 2352 | 2027.984 | Two Thousand Twenty Seven Rupees and Ninety Eight Paisas | 4769818 |
| 327 | ASF JS Apartments Building Works-67 | Providing and fixing iron grills with required section of flat iron as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work. | Kg | 2931 | 455.084 | Four Hundred Fifty Five Rupees and Eight Paisas | 1333851 |
| 328 | ASF JS Apartments Building Works-68 | Providing & Fixing 2' dia stainless steel pipe (18 guage) railing alongwith 4 Nos 3/4" dia parallel pipe having S/S pipe vertical post 2" dia at 3 ft C/C average spacing and 4' dia vertical post at start turning and end point including cost of labour, welding charges fitting & fixing .completed as per direction of Engineer incharge | P.Sft | 354 | 3128.132 | Three Thousand One Hundred Twenty Eight Rupees and Thirteen Paisas | 1107359 |
| 329 | ASF JS Apartments Building Works-69 | P/L 3/4 inch Granite Stone Pakistani origin Tiles more than 7 Sq. ft upto 16 Sq.ft inch size fine dressed on the surface, without winding in any floor over 1 inch cement mortar 1:2 setting the marble tile with grey cement slurry over cement mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete, including the cost of mortar. | 100 Sft | 224 | 219860.9 | Two Lakh Nineteen Thousand Eight Hundred Sixty Rupees and Ninety Paisas | 492488 |
| 330 | ASF JS Apartments Building Works-70 | Providing and fixing kitchen wall cabinet making of shutter board box & 3/4 inch thick high gloss laminated lasani shutter, PVC beading PVC sheet backing of approved design etc, fixed with rawal plugs screws i/c cost of glue, nail, hinges, handles etc as per drwaing, completed in all respect. | P.Sft | 280 | 2216.018 | Two Thousand Two Hundred Sixteen Rupees and Two Paisas | 620485 |
| 331 | ASF JS Apartments Building Works-71 | Providing and fixing kitchen wall cabinet making of shutter board box & 3/4 inch thick high gloss laminated lasani shutter, PVC beading PVC beading, deodar wooden fram 2.5 X 1.25 inch size making tray drawer of approved design etc, fixed with rawal plugs screws including cost of glue, nail, hinges, hadles etc as per drawings, complete in al respect. | P.Sft | 336 | 2173.43 | Two Thousand One Hundred Seventy Three Rupees and Forty Three Paisas | 730272 |
| 332 | ASF JS Apartments Building Works-72 | Providing and fixing approved quality stainless steel sink 33” x 18” Pak made (Atlas) complete with brass oxidized bolt kit/angle iron brackets built into walls ½” dia CP sink mixer 1-1/4” rubber plug and CP brass chain 1-1/4” CP brass waste 1-1/4” dia malleable iron or CP brass bottle trap with malleable iron or brass unions and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4 | P-Each | 16 | 23093 | Twenty Three Thousand Ninety Three Rupees and Zero Paisas | 369488 |
| 333 | ASF JS Apartments Building Works-73 | Providing & Fixing ward robe 24" deep consisting 19mm thick laminated sheet on bottom, top -sides partion, shelves & Shutters etc and 4mm thick pressed on back side, 2-1/2" X 1-1/4" best quality deodar wood frame and all open edge filled 3/4' molding PVC gola complete i/c the cost of glue iron nails screws, heavy type piano hinges 1/2" handle, catchers locks etc, complete in all respect as per directon of Engineer incharge. | P.Sft | 1760 | 1805.636 | One Thousand Eight Hundred Five Rupees and Sixty Four Paisas | 3177919 |
| 334 | ASF JS Apartments Building Works-74 | Providing and fixing with brass screws or specially supplied screws hydraulic door closer of approved design No. 5002, Japan make, cutting wood etc., to required shape and size as per direction of the engineer-in-charge | P-Each | 16 | 13238.75 | Thirteen Thousand Two Hundred Thirty Eight Rupees and Seventy Five Paisas | 211820 |
| 335 | ASF JS Apartments Building Works-75 | Providing and fixing with C.P. brass screws main door handle type yale lock (Italy make) of approved design,cutting wood etc., to required size, with two operating keys, as per direction of the engineer-in-Charge. | P-Each | 113 | 13859.132 | Thirteen Thousand Eight Hundred Fifty Nine Rupees and Thirteen Paisas | 1566082 |
| 336 | ASF JS Apartments Building Works-76 | Providing and fixing 4" (100 mm) dia polyvinyle chloride rain water (PVC) down pipe with mild steel clamps, bolts and nuts fixed in cement concrete 1;2:4 etc. complete … | P-Rft | 200 | 1006.138 | One Thousand Six Rupees and Fourteen Paisas | 201228 |
| 337 | ASF JS Apartments Building Works-77 | Providing and fixing 4" (100 mm) dia polyvinyle chloride (PVC) bend of any degree for rain water down pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete.. | P-Each | 8 | 2447.382 | Two Thousand Four Hundred Forty Seven Rupees and Thirty Eight Paisas | 19579 |
| 338 | ASF JS Apartments Building Works-78 | Painting with (ICI) Dulux plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor. | 100 Sft. | 58726 | 9432.332 | Nine Thousand Four Hundred Thirty Two Rupees and Thirty Three Paisas | 5539231 |
| 339 | ASF JS Apartments Building Works-79 | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor. | 100 Sft. | 8345 | 6172.25 | Six Thousand One Hundred Seventy Two Rupees and Twenty Five Paisas | 515074 |
| 340 | ASF JS Apartments Building Works-80 | Painting wood work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor . | 100 Sft. | 5292 | 8336.804 | Eight Thousand Three Hundred Thirty Six Rupees and Eighty Paisas | 441184 |
| 341 | ASF JS Apartments sanitary works-01 | Making connection with the existing G.I. pipe upto 2 inches dia including cutting the pipe and providing and fixing necessary fittings. | Each | 1 | 2181.9 | Two Thousand One Hundred Eighty One Rupees and Ninety Paisas | 2182 |
| 342 | ASF JS Apartments sanitary works-02 | P/F 1-1/2" Ø uPVC pipe "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) | Rft | 935 | 204.358 | Two Hundred Four Rupees and Thirty Six Paisas | 191075 |
| 343 | ASF JS Apartments sanitary works-03 | P/F 1" Ø uPVC Pipe "E" class with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2). | Rft | 440 | 144.788 | One Hundred Forty Four Rupees and Seventy Nine Paisas | 63707 |
| 344 | ASF JS Apartments sanitary works-04 | --do-- but 3/4" Ø uPVC E Class pipe | Rft | 320 | 135.632 | One Hundred Thirty Five Rupees and Sixty Three Paisas | 43402 |
| 345 | ASF JS Apartments sanitary works-05 | P/F of 1-1/2 inch dia ball valve (with PVC Ball) made to B.S.S. 1212. | Each | 1 | 1220.24 | One Thousand Two Hundred Twenty Rupees and Twenty Four Paisas | 1220 |
| 346 | ASF JS Apartments sanitary works-06 | --do-- but 1" Ø Ball Valve | Each | 8 | 985.18 | Nine Hundred Eighty Five Rupees and Eighteen Paisas | 7881 |
| 347 | ASF JS Apartments sanitary works-07 | Providing and fixing Pakistani best quality European style white glazed earthenware W.,C pan complete with and including the cost of plastic seat and buffers, 13.6 litres flushing cistern with internal fittings complete, P.V.C flushing pipe with fittings and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4. | Each | 16 | 20037.5 | Twenty Thousand Thirty Seven Rupees and Fifty Paisas | 320600 |
| 348 | ASF JS Apartments sanitary works-08 | Providing and fixing squatting type W.C.Pan in white vitreous china with integral treads (Pakistani) orissa pattern and uPVC. trap 100mm dia. Complete with and including the cost of 13.6 litres best quality low level plastic flushing cistern with internal fittings complete, P.V.C. flushing pipe suitable for this type with fittings and making requisite number of holes in walls, plinth & floor for pipe connections and making good in cement concrete 1:2:4. | Each | 16 | 17118.5 | Seventeen Thousand One Hundred Eighteen Rupees and Fifty Paisas | 273896 |
| 349 | ASF JS Apartments sanitary works-09 | P/F of 22 inches x 16 inches (560 x 406 mm) lavatory basin in white glazed earthenware (Pakistani) complete with and including the cost of glazed earthenware half pedestal, Brass oxidized bolts kit built into walls 1/2 inches dia. Chrome plated mixer, 1-1/4 inches rubber plug and chrome plated brass chain 1-1/4 inches dia brass waste of approved pattern 1-1/4 inches dia chromium plated battal trap with unions and making requisite, number of holes in walls, plinth and floor for pip.e connections and making good in cement concrete 1:2:4. | Each | 32 | 21253.75 | Twenty One Thousand Two Hundred Fifty Three Rupees and Seventy Five Paisas | 680120 |
| 350 | ASF JS Apartments sanitary works-10 | Providing & fixing chromium plated Muslim bib-cock with Muslim Shower of approved quality. | Each | 32 | 4734.45 | Four Thousand Seven Hundred Thirty Four Rupees and Forty Five Paisas | 151502 |
| 351 | ASF JS Apartments sanitary works-11 | Providing and fixing 1/2 inches dia. (15 mm) CP Bib cocks. | Each | 16 | 1582.56 | One Thousand Five Hundred Eighty Two Rupees and Fifty Six Paisas | 25321 |
| 352 | ASF JS Apartments sanitary works-12 | P/F of 1/2 inch dia CP stop cocks/ Tee Stop Cock (Master / Faisal etc.) as directed | Each | 48 | 1722.56 | One Thousand Seven Hundred Twenty Two Rupees and Fifty Six Paisas | 82683 |
| 353 | ASF JS Apartments sanitary works-13 | Providing and fixing 24 inches x 18 inches (610 mm x 457 mm) looking mirror of Imported glass 5 mm thick fixing with CP clamps and screws | Each | 32 | 3043.572 | Three Thousand Forty Three Rupees and Fifty Seven Paisas | 97394 |
| 354 | ASF JS Apartments sanitary works-14 | P/F bath room accessories of set of 6 pieces consist of one shelf, one towel rod with bracket, one towel ring, one soap dish, one tooth Brush holder with glass, one tissue paper holder one double hook etc complete of approved quality as per direction of Engineer in-charge. | Each | 32 | 16537.5 | Sixteen Thousand Five Hundred Thirty Seven Rupees and Fifty Paisas | 529200 |
| 355 | ASF JS Apartments sanitary works-15 | Providing and fixing uPVC Multi floor trape of sizes with gratings including cutting and makeing the requsite number of holes in walls plinth and floors and making good in 1:2:4, C.C. | Each | 48 | 2043.202 | Two Thousand Forty Three Rupees and Twenty Paisas | 98074 |
| 356 | ASF JS Apartments sanitary works-16 | P/F 4" dia (u.P.V.C) "E" class pipe with specials and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (working pressure 12 kg/cm2). | Rft | 576 | 1006.768 | One Thousand Six Rupees and Seventy Seven Paisas | 579898 |
| 357 | ASF JS Apartments sanitary works-17 | Providing and fixing 6" x 6" (150 mm x 150 mm) with 4 inches (100 mm) outlet cement concrete C.I. gully trap wt: 42 Ibs. (19 kg.) complete with 4 inches thick (100 mm) 1:2:4 cement concrete for bed and kerb, 1/2 inch (13 mm) thick cement plaster (1:3) to the kerb, C.I. grating 6 inches x 6 inches (150 mm x 150 mm) and C.I. cover and frame 12 inches x 12 inches (305 mm x 305 mm) (inside) etc., complete.... | Each | 4 | 5794.6 | Five Thousand Seven Hundred Ninety Four Rupees and Sixty Paisas | 23178 |
| 358 | ASF JS Apartments sanitary works-18 | Providing manhole type 'A' size 2 feet x 1-1/2 feet ) (inside dimensions) x 2 feet (610 mm) deep as per approved design and specifications complete for 4 inches to 12 inches dia pipes up to 3 feet-11 inches depth with cast iron cover and frame 16 inches dia, inside (weight=1 Cwt.1 Qtr.) or 63.5 kg. fixed in 4 inches thick RCC 1:2:4 slab, 8 inches thick c.c. 1:3:6 block masonry walls set in 1:3 c.m; 6 inches thick 1:3:6 c.c. in foundation 1:2:4 c.c. in benching, 1/2 inches thick cement plaster in 1:3 C.M. to all inside wall surface, channels and benching etc. and to top including making requisite umber of main and branch channels but excluding the cost of excavation back filling and disposal of excavated stuff, manhole cover and frame. | Each | 13 | 14864.486 | Fourteen Thousand Eight Hundred Sixty Four Rupees and Forty Nine Paisas | 193238 |
| 359 | ASF JS Apartments sanitary works-19 | Add for extra depth beyond 2 feet and up to 3 feet-11 inches (610 mm and up to 1194 mm) for 'A' type manholes (for depth lesser than 2 feet or 610 mm deduct at the same rate)... | P-Inch | 234 | 280.224 | Two Hundred Eighty Rupees and Twenty Two Paisas | 65572 |
| 360 | ASF JS Apartments sanitary works-20 | Providing 12" Ø RCC pipes and collars of class 'A' and fixing in trench including cutting, fitting and jointing with maxphalt composition and cement mortar (1:1) and testing with water to a head of 4 feet (1.22 m) above the top of the highest pipe including cartage within 10 miles | Rft | 882 | 595.112 | Five Hundred Ninety Five Rupees and Eleven Paisas | 524889 |
| 361 | ASF JS Apartments sanitary works-21 | Making connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and .making the required channel etc., complete | Each | 1 | 1050 | One Thousand Fifty Rupees and Zero Paisas | 1050 |
| 362 | ASF JS Apartments sanitary works-22 | Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precast complete with M.S flat iron, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer Incharge. | Cft | 13 | 3184.622 | Three Thousand One Hundred Eighty Four Rupees and Sixty Two Paisas | 41400 |
| 363 | E/M Works-01 | Wiring for sub-main with 2X4mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm(3/4") dia UPVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required . | Per Rm | 3200 | 640 | Six Hundred Forty Rupees Only | 2048000 |
| 364 | E/M Works-02 | Providing & fixing 15 Amps Polycarbonate flame retardant 3-pin switch socket unit (Universal) with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Schneider / Philips) | Per Jobs | 320 | 1290 | One Thousand Two Hundred Ninety Rupees Only | 412800 |
| 365 | E/M Works-03 | Wiring for sub-main with 2X6mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 25 mm(1") dia UPVC conduit recessed in the wall, column and roof etc including 2.5 mm² PVC insulated wire single core wire as ECC as required . | Per Rm | 1800 | 805 | Eight Hundred Five Rupees Only | 1449000 |
| 366 | E/M Works-04 | Providing & fixing flush type 20 Amps porcelain base 3 pin combine switch and socket unit, fitted on existing / given all kind of sheet or board including connection as required. | Per Jobs | 90 | 486 | Four Hundred Eighty-six Rupees Only | 43740 |
| 367 | E/M Works-05 | Wiring for sub-main with 2X2.5mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm(3/4") dia UPVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required . | Per Rm | 21600 | 449 | Four Hundred Fourty Nine Rupees Only | 9698400 |
| 368 | E/M Works-06 | Providing & fixing 13 Amps Polycarbonate flame retardant 3-pin switch socket unit (Universal) with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Schneider / Philips) | Per Jobs | 1080 | 1120 | OneThousand One Hundred Twenty Rupees Only | 1209600 |
| 369 | E/M Works-07 | Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down rod including connection with 14.0076" flexible wire complete as required. | Per Jobs | 512 | 9349 | Nine Thousand Three Hundred Fourty Nine Rupees Only | 4786688 |
| 370 | E/M Works-08 | Providing & fixing Polycarbonate flame retardant, fan dimmer with plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider / Philips) | Per Jobs | 512 | 1197 | One Thousand One Hundred Ninety Seven Rupees Only | 612864 |
| 371 | E/M Works-09 | Providing & installing 30 Cm ( 12") sweep, Plastic body Exhaust fan complete with blades, motor, etc fixed in existing hole including connection with 14/.0076" flexible wire complete as required. | Per Jobs | 210 | 4672 | Four Thousand Six Hundred Seventy Two Rupees Only | 981120 |
| 372 | E/M Works-10 | Providing, Installation, Testing & Commissioning of recessed / surface mounted ceiling lights / downlights including driver, having warm / neutralwhite / cool white colour, 11-13 watt, 80-90lm/watts efficiency, 0.9 or above power factor, 20000-25000 hours lifecycle, including connection, complete in all respect as approved by the Engineer Incharge. (PHILIPS/SIGNIFY, OSRAM, GE, Thorn) | Per Jobs | 1870 | 2737 | Two Thousand Seven Hundred Thirty Seven Rupees Only | 5118190 |
| 373 | E/M Works-11 | Providing, Installation, Testing & Commissioning of recessed / surface mounted ceiling lights / downlights including driver, having warm / neutralwhite / cool white colour, 16-18 watt, 80-90lm/watts efficiency, 0.9 or above power factor, 20000-25000 hours lifecycle, including connection, complete in all respect as approved by the Engineer Incharge. (PHILIPS/SIGNIFY, OSRAM, GE, Thorn) | Per Jobs | 500 | 3848 | Three Thousand Eight Hundred Forty Eight Rupees Only | 1924000 |
| 374 | E/M Works-12 | Providing & fixing 10 Amps Polycarbonate flame retardant S.P switch with fancy required gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Schneider / Philips ) | Per Jobs | 2500 | 471 | Four Hundred Seventy One Rupees Only | 1177500 |
| 375 | E/M Works-13 | Providing, Installation, Testing & Commissioning of 180- 200 Watts Flood Lights (IP66) including driver, having neutral white / cool white colour, 90 - 110 lm/watts efficiency, 0.9 or above power factor, 20000-25000 hours life cycle, including connection, complete in all respect as approved by the Engineer Incharge. (PHILIPS/SIGNIFY, OSRAM, GE, Thorn) | Per Jobs | 64 | 51377 | Fifty-one Thousand Three Hundred Seventy-seven Rupees Only | 3288128 |
| 376 | E/M Works-14 | Wiring for light, or fan point with 1.5 mm² single core, PVC insulated wire copper conductor wire in 20 mm (3/4")dia uPVC conduit recessed in the wall or column, roof etc. including 1mm² single core PVC insulated wire as ECC as required. | Per Points | 3470 | 2945 | Two Thousand Nine Hundred Forty Five Rupees Only | 10219150 |
| 377 | E/M Works-15 | Providing & fixing gas stove superior quality, Double Burner Steel Body, with railcocks i/c making connection with gasline as approved by the engineer incharge as required. | Per Jobs | 64 | 9123 | Nine Thousand One Hundred Twenty-three Rupees Only | 583872 |
| 378 | E/M Works-16 | Providing and fixing Kitchen Hood superior quality with SS canopy filter front and back made up of tempered glass, powerful blower motor, LED light and manual control as approved etc complete in all respect i/c electrical connection as required. | Per Jobs | 64 | 37040 | Thirty-seven Thousand Forty Rupees Only | 2370560 |
| 379 | E/M Works-17 | Providing, Installing, Testing & Commissioning of Dual Supply (Gas & Electric) 50/55 gallons Geyser, with fully automatic thermostat, complete in all respect, as approved by the Engineer Incharge. | Per Jobs | 62 | 66686 | Sixty-six Thousand Six Hundred Eighty-six Rupees Only | 4134532 |
| 380 | E/M Works-18 | Providing and laying HT 11KV, 3 core, 35 mm², stranded copper conductor, cu tape screened PVC bedded and PVC sheathed, XLPE armoured cable, laid in the ground in a trenches complete with cable warning tiles, sand etc as per Pak. P.W.D specification as required. | Per Rm | 200 | 11705 | Eleven Thousand Seven Hundred Five Rupees Only | 2341000 |
| 381 | E/M Works-19 | Providing and fixing indoor / outdoor, 3 core, 35 mm², 11KV, XLPE, heat shrink termination ends Kit complete in all respect as required | Per Jobs | 6 | 37962 | Thirty-seven Thousand Nine Hundred Sixty-two Rupees Only | 227772 |
| 382 | E/M Works-20 | Supply, installation, testing and commissioning of complete outdoor, weather proof, KIOSK Substation comprising 1000 kVA, 11 kV to 400 V step-down transformer, 4-way 11 kV RMU, LT panel, including all protection, control wiring, cable terminations, interconnections, RCC foundations, cable trenches, earthing system (equipment and neutral earthing), accessories and all civil/electrical works required for complete and satisfactory operation, as per WAPDA standards and approval of Engineer-in-Charge. | Per Jobs | 1 | 23153125 | Twenty-three Million One Hundred Fifty-three Thousand One Hundred Twenty-fiveRupees Only | 23153125 |
| 383 | E/M Works-21 | Providing & installation 45 cm (18'') sweep, metallic body exhaust fan complete with blades, motor etc fitted in exsisting hole including connection with 14/0.0076" flexible wire complete as required. Pak, royal, GFC, Younas, Millat | Per Jobs | 64 | 6415 | Six Thousand Four Hundred Fifteen Rupees Only | 410560 |
| 384 | E/M Works-22 | Providing & laying 4 core, 120 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor, armoured underground, L.T cable buried in the ground dully covered with sand and warning cable tiles as per Pak. P.W.D specification as required. | Per Rm | 595 | 22180 | Twenty-two Thousand One Hundred Eighty Rupees Only | 13197100 |
| 385 | E/M Works-23 | Providing & laying 4 core, 50 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor, armoured underground, L.T cable buried in the ground dully covered with sand and warning cable tiles as per Pak. P.W.D specification as required. | Per Rm | 560 | 10119 | Ten Thousand One Hundred Nineteen Rupees Only | 5666640 |
| 386 | E/M Works-24 | Providing & fixing 250 to 400 Amps, (Adjustable-High Breaking Capacity) 4 Pole circuit breaker fixed on existing board, I/c inter-connection as required. | Per Jobs | 7 | 91961 | Ninety-one Thousand Nine Hundred Sixty-one Rupees Only | 643727 |
| 387 | E/M Works-25 | Providing & fixing compact / cubical 16 SWG MS, water proof, DB duly powder coated size 3 ft x 4 ft, 10 inches Depth with proper locking arrangement including earthing strip and comprising of followings i/c making connection & testing on load etc, complete as reqd. 01 No – MCCB 3 Pole, 250 A, adjustable, 36KA 415VAC 01 Set - Copper Busbars (300 A) 400-600 V AC, 50-60 HZ (4 pole) 5 Nos – MCCB 3 Pole, 160 Amps, adjustable, 36KA 415VAC 04 Nos - 3 -pole Circuit breaker, 32 A 15 KA 415 VAC 10 Nos - AC single pole Circuit breaker, 16 / 20 Amps. 03 Nos. - 220 VAC Mini Digital Voltmeters The job also includes making of foundation of suitable size as per instructions / satisfaction of Engineer In-charge | Per Jobs | 7 | 584625 | Five Hundred Eighty-four Thousand Six Hundred Twenty-five Rupees Only | 4092375 |
| 388 | E/M Works-26 | Providing & fixing compact / cubical 16 SWG MS, DB duly powder coated size 3 ft x 4 ft, 6 inches Depth, recessed in wall, with proper locking arrangement earthing strip and comprising of followings i/c making connection & testing on load etc, complete as as per instructions / satisfaction of Engineer In-charge (A/R). 01 No – AC MCCB 3 Pole, 160 Amps, adjustable, 36KA 415VAC 01 Set - Copper Busbars (300 Amps) 400-600 V AC, 50-60 HZ (4 pole) 06 Nos – AC MCCB 3 Pole, 60 Amps, 30KA 415VAC 04 Nos - AC single pole Circuit breaker, 32 Amps 415 VAC 06 Nos - AC single pole Circuit breaker, 16 / 20 Amps. 03 Nos - 220 VAC Mini Digital Voltmeters | Per Jobs | 10 | 373125 | Three Hundred Seventy-three Thousand One Hundred Twenty-five Rupees Only | 3731250 |
| 389 | E/M Works-27 | Providing & fixing compact / cubical 16 SWG MS DB duly powder coated size 12 inches x 14 inches, 6 inches Depth, recessed in wall, with proper locking arrangement, earthing strip and comprising of followings i/c making connection & testing on load etc, complete as as per instructions / satisfaction of Engineer In-charge (A/R). 01 No - AC three pole MCB, 50 Amps 10 KA 415 VAC 8 Nos - AC single pole Circuit breaker, 16 / 20 Amps. 03 Nos - 220 VAC Mini Digital Voltmeters | Per Jobs | 60 | 70625 | Seventy Thousand Six Hundred Twenty-five Rupees Only | 4237500 |
| 390 | E/M Works-28 | Wiring for sub-main with 4x10mm², PVC insulated wire 450/750 volts grade, single core, stranded copper conductor wire in 30mm (1¼") dia uPVC conduit recessed in the wall, column and roof etc including 2.5mm² PVC insulated wire single core wire as ECC as required. | Per Rm | 780 | 2610 | Two Thousand Six Hundred Ten Rupees Only | 2035800 |
| 391 | E/M Works-29 | Providing and fixing 1'' diameter 3ft long lighting copper rod with five spikes and balls on its head as required. | Per Jobs | 14 | 26301 | Twenty-six Thousand Three Hundred One Rupees Only | 368214 |
| 392 | E/M Works-30 | Providing and fixing Earthing set with 2'x2'x1/4'' copper plate buried in the ground at a depth of 12 feet or less if water comes out from the ground level (with salt and charcoal, or Earthing chemical Powder) etc making the pit 12 feet deep by excavation of all type of soil (except soft or hard rock) i/c fixing of 8 SWG copper wire in 1/2 '' G.I conduit complete in all respect as required. | Per Jobs | 21 | 65762 | Sixty-five Thousand Seven Hundred Sixty-two Rupees Only | 1381002 |
| GRAND TOTAL: | Rs 751,287,171.66 |
Barracks for 192 Personnel (02 Buildings)
The project comprises 02 nos. triple storey buildings (G+2) to serve as Barracks for the ASF staff personnel (192 in each building) consisting of a frame structure (R.CC beams, columns as main load carrying members) with a raft foundation. The overall footprint covered area of the building is approximately 6770 sft (Refer to attached drawings as Annexures)
16 x MOQs (3 bed) - G+3 (02 Buildings)
The project comprises 02 nos. 04 storey buildings (G+3) to serve as apartments to house Married officers of the ASF. The structure is consisting of a frame structure (R.CC beams, columns as main load carrying members) with a raft foundation. Area of one MOQ is 2242 sft. The total covered area for 04 storeys of the building is approximately 18304 sft with the area for single floor of 4576 sft (Refer to attached drawings as Annexures)
16 x JS apartments (2 bed) - G+3 (01 Building)
The project comprises 01 nos. 4 storey building (G+3) to serve as apartments to house Junior staff of the ASF staff personnel. The structure is consisting of a frame structure (R.CC beams, columns as main load carrying members) with a raft foundation. Area of one apartment is 745 sft. The total covered area for 04 storeys of the building is approximately 13962 sft with the area for single floor of 3490 sft (Refer to attached drawings as Annexures)
Major Scope of Work:
Civil Works are mainly
E/M Works are mainly Electrical works in the building
For Individual Jobs
| # | Job Title | Quantity | Unit Price (PKR) | Total Price (PKR) | Delivery Location | Delivery Period / Year | Country of Origin |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| 2 |
| # | Lot Title | Total Lot Price (PKR) | Country of Origin |
|---|---|---|---|
| 1 | [Lot 1 Title] |
The following Special Conditions of Contract shall supplement the General Conditions of Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the Conditions of Contract. The corresponding clause number of the GCC is indicated in parentheses.
Number of GC Clause
Amendments of, and Supplements to, Clauses in the General Conditions of Contract
Number of GC Clause 1
Definitions
The Procuring Agency is: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
The Supplier is:
The title of the subject procurement is: CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE)
Number of GC Clause 2
Applicable/Governing Law:
The Contract shall be interpreted in accordance with the laws of Islamic Republic of Pakistan
Number of GC Clause 3
Language:
The language of the Contract, all correspondence and communications to be given, and all other documentation to be prepared and supplied under the Contract shall be in English.
Number of GC Clause 4
Notices:
The addresses for the notices are:
Procuring Agency:
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
+92-345-567-2161
abrarahmad161@gmail.com
Contractor/ Bidder:
[Name, address and telephone number]
The Contractor/ Bidder’s Representative(s)
[Name, address, telephone number and e-mail address]
Number of GC Clause 6.1
The Authorized Representatives are:
For the Procuring Agency:
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer
ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
+92-345-567-2161
abrarahmad161@gmail.com
For the Bidder:
Name: ………………………………………
Designation: ……………………..
Address: …………………………………………..
Number of GC Clause 7
Effectiveness of the contract
The Contractor/Bidder shall be effective within ….. days from the date of signature of the Contract by both parties
Number of GC Clause 8
Commencement of Contract:
The Contractor/Bidder shall provide Non-Consultancy Services from the effective date of contract.
Number of GC Clause 10.2
Expiration of Contract:
The time period shall be ……………………………
Number of GC Clause 14
Termination
In the event of termination of the contract due to any reason as already defined in the General Conditions of Contract, the Bidder shall be responsible for providing to the Authority the Goods till the time of alternate arrangements.
Number of GC Clause 16
Conflict of Interest:
The Procuring Agency reserves the right to determine on a case-by-case basis whether the Bidder should be disqualified from providing goods or services due to a conflict of a nature described in Clause GCC 17.
Number of GC Clause 20
Liquidated Damages
If the Bidder fails to provide services as required under the contract or in case of any data loss/data breach or any incident compromising the data security or other such failures related to any services, the Bidder shall pay to the Procuring Agency as Liquidated Damages at a rate of 0.05% to 10.00% of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority.
Number of GC Clause 21
Performance Guarantee:
The amount of performance guarantee shall be 5.00% of the contract price in acceptable form of Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee
Number of GC Clause 27
Currency of Payment:
All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees.
Number of GC Clause 28
Payment terms:
Payment will be made to the Bidder against the procured Goods and services according to the actual invoice or running bills submitted by the Bidder against the services provided within the time given in the conditions of the contract.
Number of GC Clause 29
Identifying Defects:
The Authority reserves the right at any time to inspect the premises of the provider to inspect the goods and monitor the goods being provided.
For being Brand New, bearing relevant reference numbers of the equipment (Certificate from supplier)
For Physical Fitness having No Damages (Certificate from supplier)
For the Country of Origin as quoted by the Supplier (Certificate from manufacturer)
For conformance to specifications and performance parameters, through Prior to delivery inspection (Inspection Report by Procurement Committee / Inspection Team)
For successful operation at site after complete installation, testing and commissioning of the equipment (Installation, Testing and Commissioning Report by Procurement Committee / Inspection Team)
Copies of the Supplier’s invoice showing Goods’ description, quantity, unit price, and total amount;
Original and two copies of the usual transport document (for example, a negotiable bill of lading, a non-negotiable sea waybill, an inland waterway document, an air waybill, a railway consignment note, a road consignment note, or a multimodal transport document) which the buyer may require to take the goods;
Copies of the packing list identifying contents of each package;
Insurance Certificate;
Manufacturer’s or Supplier’s Valid Warranty Certificate;
Inspection Certificate issued by the Nominated Inspection Agency (if any), and the Supplier’s Factory Inspection Report;
Certificate of Origin.
The above documents would be required even if the equipment has already been imported and is available with the supplier ex-stock
Number of GC Clause 31
Following is the guidance for Dispute Resolution
Notwithstanding any reference to the arbitration herein, the parties shall continue to perform their respective obligations under the Contract.
Rules of procedure for arbitration proceedings:
Any dispute between the Authority and a Bidder shall be referred to arbitration under the laws of Pakistan including Arbitration Act 1940.
Place of Arbitration and Award:
The arbitration shall be conducted in English language and place shall be Islamabad. The award shall be final and binding.
Date: [insert date (as day, month and year)]
Bid No.:P72208
To: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
We, the undersigned, declare that:
We understand that, according to your conditions, Bids must be supported by a Bid Securing Declaration.
We accept that we will be blacklisted and henceforth cross debarred for participating in respective category of public procurement proceedings for a period of (not more than) six months, if fail to abide with a bid securing declaration, however without indulging in corrupt and fraudulent practices, if we are in breach of our obligation(s) under the Bid conditions, because we:
We understand this Bid Securing Declaration shall expire if we are not the successful
Bidder, upon the earlier of (i) our receipt of your notification to us of the name of the successful Bidder; or (ii) twenty-eight (28) days after the expiration of our Bid.
THIS AGREEMENT made the _____ day of __________ 20_____ between ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
(hereinafter called “the Procuring Agency”) of the one part and [name of Bidder] of [city and country of Bidder] (hereinafter called “the Bidder”) of the other part:
WHEREAS the Procuring Agency invited Bids for provision of goods, viz., CRITICAL REQUIREMENT OF SECURITY EQUIPMENT AND OTHER PARAPHERNALIA AT VARIOUS AIRPORTS / LOCATIONS (CONSTRUCTION OF BARRACKS, JS APARTMENTS AND MOQs FOR ASF AT AIIAP LAHORE) (P72208) and has accepted a Bids by the Bidder for the provision of Goods in the sum of [contract price in words and figures] (hereinafter called “the Contract Price”).
NOW THIS CONTRACT WITNESSETH AS FOLLOWS:
1. In this Contract words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract referred to.
2. The following documents shall be deemed to form and be read and construed as part of this Contract, In the event of any ambiguity or conflict between the Contract Documents listed below, the order of precedence shall be the order in which the Contract Documents are listed below:-
3. In consideration of the payments to be made by the Procuring Agency to the Bidder as hereinafter mentioned, the Bidder hereby covenants with the Procuring Agency to provide the Goods related services and to remedy defects therein in conformity in all respects with the provisions of the Contract.
4. The Procuring Agency hereby covenants to pay the Bidder in consideration of the provision of Goods and the remedying of defects therein, the Contract Price or such other sum as may become payable under the provisions of the contract at the times and in the manner prescribed by the contract.
IN WITNESS whereof the parties hereto have caused this Contract to be executed in accordance with their respective laws the day and year first above written.
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
Witness to the signatures of the Procuring Agency:
………………………………………………
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
Witness to the signatures of the Bidder: …………………………………………………
Contract Number: Contract Value: Contract Title:
Dated:
[Name of Supplier] hereby declares that it has not obtained or induced the procurement of any contract, right, interest, privilege or other obligation or benefit from Government of Pakistan or any administrative subdivision or agency thereof or any other entity owned or controlled by it (GoP) through any corrupt business practice.
Without limiting the generality of the foregoing [Name of Supplier] represents and warrants that it has fully declared the brokerage, commission, fee etc. paid or payable to anyone and not given or agreed to give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectly through any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director, promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder's fee or kickback, whether described as consultations fee or otherwise, with the object of obtaining or inducing the procurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP, except that which has been expressly declared pursuant hereto.
[Name of Supplier] certifies that it has made and will make full disclosure of all agreements and arrangements with all persons in respect of or related to the transaction with GoP and has not taken any action or will not take any action to circumvent the above declaration, representative or warranty.
[Name of Supplier] accepts full responsibility and strict liability for making and false declaration, not making full disclosure, misrepresenting fact or taking any action likely to defeat the purpose of this declaration, representation and warranty. It agrees that any contract, right interest, privilege or other obligation or benefit obtained or procured as aforesaid shall, without prejudice to any other right and remedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.
Notwithstanding any rights and remedies exercised by GoP in this regard, [Name of Supplier] agrees to indemnify GoP for any loss or damage incurred by it on account of its corrupt business practices and further pay compensation to GoP in an amount equivalent to ten time the sum of any commission, gratification, bribe, finder's fee or kickback given by [Name of Supplier] as aforesaid for the purpose of obtaining or inducing the procurement of any contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP.
To: ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY) (Pakistan Airports Authority (PAA)), Divisional Engineer ALLAMA IQBAL INTERNATIONAL AIRPORT (PAKISTAN AIRPORTS AUTHORITY), Lahore City, Lahore (District), Lahore Division (Division), Punjab (Province).
WHEREAS [name of Bidder] (hereinafter called “the Bidder”) has undertaken, in pursuance of Contract No. [reference number of the contract] dated [insert date] for provision of Goods(hereinafter called “the Contract”).
AND WHEREAS it has been stipulated by you in the said Contract that the Bidder shall furnish you with a Bank Guarantee by a reputable bank for the sum specified therein as security for compliance with the Bidder’s performance obligations in accordance with the Contract.
AND WHEREAS we have agreed to give the Bidders guarantee:
THEREFORE, WE hereby affirm that we are Guarantors and responsible to you, on behalf of the Bidder, up to a total of [amount of the guarantee in words and figures], and we undertake to pay you, upon your first written demand declaring the Bidder to be in default under the Contract and without cavil or argument, any sum or sums within the limits of [amount of guarantee] as aforesaid, without your needing to prove or to show grounds or reasons for your demand or the sum specified therein.
This guarantee is valid until the: [insert date]
Signature and seal of the Guarantors
_____________________________________________________________________
[name of bank or financial institution]
_____________________________________________________________________
[address]
_____________________________________________________________________
[date}
These conditions supplement the default GCC of the SBD however, in case of any colflict, these will prevail.
These conditions supplement the default SCC of the SBD however, in case of any colflict, these will prevail.
These complement the SCC of the SBD however in case of any conflict, these will prevail
These drawings are preliminary and the contractor will have to formulate shop drawings as well as the As-Built Drawings of the complete facilities in accordance with the supplemented SCC (Civil Works)
The instructions in the HSE Manual must be followed in entirety during execution
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