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).
Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer
132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad Division (Division), Punjab (Province).
+92-370-180-0277
pdgscfesco@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: Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)) The subject of procurement is: Tender No.35 for Construction of 01-No. Cat-IV & 03-No. Cat-V Residences along-with allied civil works at 132KV G/S Shrimp Estate Sargodha (Deposit Work). Expected commencement date: Monday, November 30, 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: P144774 |
| 3. | 3.1 | JV/Consortium or Association Allowed: Yes Number of JV/Consortium Members: 5 |
B. Bidding Documents |
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4. |
6.2 & 6.4 |
The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Monday, October 26, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)) 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: 150 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, Banker's Cheque, Call at Deposit, Demand Draft |
| 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; 132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad Division (Division), Punjab (Province). Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Thursday, October 29, 2026 11:30 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 : Thursday Date: October 29, 2026 Time : 01:30 PM |
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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: 10.00%. The Performance Guarantee shall be acceptable in the form of: Pay Order, Banker's Cheque, Call at Deposit, Demand Draft |
| 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 |
|---|---|
| Any | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) Punjab (PRA) PEC |
| Eligibility Criteria | Document |
|---|---|
| Complete Bidding Documents Generated by PPRA Upload after proper filling bid price with stamp & signed. | Yes |
| Completed Technical & Financial documents uploaded proper stamp & signed. | Yes |
| Uploaded remaining documents technical and financial if required. | Yes |
Least Cost Based Selection (LCBS)
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Construction of 01-No. Cat-IV & 03-No. Cat-V Residences along-with allied civil works at 132KV G/S Shrimp Estate Sargodha (Deposit Work). | Address: 132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad Division (Division), Punjab (Province). Schedule: 27 Days Quantity: 1/job |
1/job | 1196311 PKR |
No
Jobs Without Lots :
Job: Construction of 01-No. Cat-IV & 03-No. Cat-V Residences along-with allied civil works at 132KV G/S Shrimp Estate Sargodha (Deposit Work).
Specifications / Requirements:
| Sr. No | Ref. No. | Description | Unit | QTY | Rate | Amount |
|---|---|---|---|---|---|---|
| 1 | 1 | Excavation in foundation of building bridges and other srtuctures including dag-belling dressing refilling around structure with excavated earth lead upto 1.5 Meters in Ordinory soil CSR. 2-5/22-b | Cum | 62.2 | 366.12 | 22772.66 |
| 2 | 2 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. Ratio 1:4:8 CSR.5-1/2d | Cum | 35.996 | 6938.78 | 249768.32 |
| 3 | 3 | Paca brick work (1:6) in foundation and plinth in cement sand mortor CSR.6-1/1 | Cum | 41.364 | 11279.73 | 466574.75 |
| 4 | 4 | Damp proof course with cement, sand & shingle concrete (1:2:4) including 2 coats of asphaltic mixture 40 mm thick. CSR. 6-4/25-a | Sqm | 29.83 | 789.85 | 23561.23 |
| 5 | 5 | Vertical damp proof course of 19mm thick cement plaster (1:2) with bituman at 1. kg per Sqm CSR. 6-4/26 | Sqm | 11.215 | 667.71 | 7488.37 |
| 6 | 6 | Pacca brick work in ground floor(including striking of joints) in cement sand mortar (1:6) CSR. 6-1/2 | Cum | 46.172 | 12007.9 | 554428.76 |
| 7 | 7 | Pacca brick work other than buildings (including striking of joints) upto 3 meters height cement sand mortor. Ratio (1:4) CSR. 6-1/4 | Cum | 7.282 | 12057.67 | 87803.95 |
| 8 | 8 | Termite proofing with approved chemicals(pre-construction) CSR.2-7/37 | Sqm | 49.568 | 202.76 | 10050.41 |
| 9 | 9 | Reinforced cement concrete work using coarse sand including all labour and material except the cost of steel reinforcement and its labour for bending and binding, which will be paid separately. This rate also includes all kinds of forms moulds; lifting shuttering, curing, rendering and finishing the exposed surface (including screening and washing of shingle). | Cum | 19.827 | 20873.63 | 413861.46 |
| 10 | 10 | Suppling and fabrication of intermediate grade deformed reinforcemnet of 40,000 Psi (276 Mpa) yeild for RCC in beams columns and pile caps i/c cutting bending laying in position i/c cost of binding wire and removal of rust etc CSR.5-3/6a | Kg | 1784.423 | 243.27 | 434096.58 |
| 11 | 11 | Single layer of building paper of hot bitument of 2-coats or PB-4 for floors etc using 1.66 Kg bitumen per Sqm blinding with sand at 0.003 Cum per Sqm CSR.8-4/24 | Sqm | 29.83 | 806.21 | 24049.24 |
| 12 | 12 | Single layer of tiles 229 x 114x 33 mm laid over 100 mm earth and 25 mm mud plaster without bhoosa grouted with cement sand 1:3 on top of RCC roof slab provided with 1.66 Kg bitumen coating sand blinded CSR.8-1/2 | Sqm | 113.43 | 1131.34 | 128327.9 |
| 13 | 13 | P/L polythin sheet 0.2 mm thick without bitumen coating CSR.8-5/26 - 8-2/7 | Sqm | 226.86 | 72.26 | 16392.9 |
| 14 | 14 | Filling watering and remaining earth under floors with new earth excavated from outside lead upto 30 metres and lift upto 1.5 metres CSR.2-5/26 | Cum | 388.758 | 321.44 | 124962.37 |
| 15 | 15 | Filling watering and ramming earth under floor with surplus earth from foundations load upto 31 metres and lift upto 1.5 metres CSR.2-5/25 | Cum | 41.467 | 176.72 | 7328.05 |
| 16 | 16 | Carriage of 3.00 Cum/5 metric tons of all material like stone aggregate spawl, coal lime, surkhi etc. B.G. rail fastenings, bridge girders, pipes, sheets, rainls, M.S. Bars ets or 1000 Nos. Bricks 254x 127x 76 mm ro 1000 Nos. Tiles 305x 152x51 mm or 4.25 cum of timber or fuel wood by truck or any other means owned by the contractor load upto 5 K.m 1-1/1 | Cum | 347.291 | 302.31 | 104989.54 |
| 17 | 17 | Supplying and filling sand under floors or plugging in wells CSR. 6-4/24 | Cum | 10.073 | 1653.64 | 16657.12 |
| 18 | 18 | Topping of cement concrete (1:2:4) i/c surface finishing & dividing into pannels CSR.9-2/9 | ||||
| 19 | 19 | 40 mm thick | Sqm | 8.2 | 591.25 | 4848.25 |
| 20 | 20 | 75 mm thick | Sqm | 9.144 | 964.36 | 8818.11 |
| 21 | 21 | P/F glass strip 50mm thick and 40mm wide for dividing the mosaic flooring into pannels CSR.9-6/31 | Mtr | 269.28 | 157.95 | 42532.78 |
| 22 | 22 | Providing & Fixing Flush Door leaf as per CDO standarad drawing. CSR 11-7/42 | Sqm | 15.443 | 5644.57 | 87169.09 |
| 23 | 23 | Providing and fixing steel doors without grill work on outer face of the door as per approved design of the Engineer Incharge CSR.20-3/30 | Sqm | 2.128 | 10210.64 | 21728.24 |
| 24 | 24 | P/F steel window (openable) of standard tabular frame 1.5" x 1.5" and shutters 1.5" x 1" as per approved design of Engineer In chief CSR.20-4/37 | Sqm | 7.406 | 6613.86 | 48982.25 |
| 25 | 25 | P/F steel grills to openable steel windows as per drawing No. CDO (W) 301-5d/215 CSR.20-4/39 | Sqm | 7.406 | 4004.58 | 29657.92 |
| 26 | 26 | P/F wire guaze 144 mesh square in openable tubular window and C-window as per drawing No. CDO (W)301-5D/215 CSR.20-4/40 | Sqm | 7.406 | 1889.6 | 13994.38 |
| 27 | 27 | Providing & fixing Almirah as per standard, design of WAPDA Residences CSR.11-4/22 | Sqm | 27.137 | 11694.06 | 317341.71 |
| 28 | 28 | Cast iron rain water downpipe fixed in place excluding heads and shoes but i/c clamps etc CSR.8-3/11 | ||||
| 29 | 29 | 100mm dia | Mtr | 8.536 | 3561.44 | 30400.45 |
| 30 | 30 | 75 mm dia | Mtr | 6 | 2986.86 | 17921.16 |
| 31 | 31 | Rain water downpipe cast iron heads fixed in place including cost of clamps held fast and painting 100-mm dia CSR.8-3/12 | ||||
| 32 | 32 | 100mm dia C.I Heads | Each | 3 | 1283.37 | 3850.11 |
| 33 | 33 | 75 mm dia C.I Heads | Each | 3 | 1152.55 | 3457.65 |
| 34 | 34 | Shoes bends of offset for cast iron rain water downpipe including fixing & painting 100-mm dia CSR.8-3/13 | Each | 3 | 1428.97 | 4286.91 |
| 35 | 35 | 13-mm thick cement plaster (1:4) upto 6 meters height CSR.10-1/5 b | Sqm | 272.539 | 334.67 | 91210.63 |
| 36 | 36 | Mosaic dado or skirting with one part of grey cement and 2-parts fo marble chips laid over 13 mm thick cement plaster (1:3) complete with finishing 13mm thick CSR.9-5/27 b | Sqm | 23.052 | 1624.54 | 37448.9 |
| 37 | 37 | Cement pointing struck joints on wall Ratio(1:2) CSR.10-1/9 | Sqm | 124.03 | 367.5 | 45581.03 |
| 38 | 38 | Mosaic flooring consisting of mosic topping of one part of cement to two parts of marble chips laid over 25-mm thick flooring of 1:2:4 cement concrete including rubbing & polishing CSR.9-3/14-b | Sqm | 100.724 | 1786.1 | 179903.14 |
| 39 | 39 | P/F of bent metal 16SWG frame 250mm wide for door complete in all respect CSR 20-5/44 | Nos. | 8 | 5771.54 | 46172.32 |
| 40 | 40 | Preparing surface and painting of door and windows any type i/c the edges three coats with priming coats (ICI) CSR.12-3/5 C | Sqm | 73.371 | 616.51 | 45233.96 |
| 41 | 41 | Preparing surface and painting sashes, fans lights, glazed or gauzed doors & windows etc any type (including edges) 3 coats with priming coats (ICI) CSR.12-3/5 B | Sqm | 27.176 | 374.55 | 10178.77 |
| 42 | 42 | White washing three coats CSR.10-2/18 | Sqm | 272.539 | 64.58 | 17600.57 |
| 43 | 43 | Providing and fixing 15-mm dia bar hook for fan CSR.20-7/64 | Each | 4 | 319.14 | 1276.56 |
| 44 | 44 | Dismtemparing 2-coats over and including cost of one priming coat (ICI) CSR.10-2/16 b | Sqm | 272.539 | 140.65 | 38332.61 |
| 45 | 45 | Cement Concrete Plain including placing, compacting, finishing and curing complete, (including screening and washing of stone aggregate) without shuttering Ratio 1:2:4 CSR.5-1/2 | Cum | 1.172 | 9246.47 | 10836.86 |
| 46 | 46 | P/F white glazed earthenware water closet squatting type indian pattern of supreme quality CSR.13-18/62 | Each | 1 | 5164.51 | 5164.51 |
| 47 | 47 | P/F 13.5 liters capacity low level flushing cistern plastic (MASTER) CSR.13-19/70 b | Each | 1 | 2843.49 | 2843.49 |
| 48 | 48 | P/F 13-mm dia C.P Bib Tap (FAISAL) CSR.13-20/82 a | Each | 5 | 738.06 | 3690.3 |
| 49 | 49 | P/F 13-mm i/d C.P Tee stop cock (FAISAL) CSR.13-21/94 | Each | 4 | 956.84 | 3827.36 |
| 50 | 50 | P/F 32-mm dia flushing pipePVC CSR.13-21/86 | Each | 3 | 127.57 | 382.71 |
| 51 | 51 | P/F 32-mm i/d flushing bend PVC CSR.13-21/87 | Each | 3 | 156.01 | 468.03 |
| 52 | 52 | P/F 13-mm i/d PVC connection CSR.13-21/92 | Each | 4 | 278.09 | 1112.36 |
| 53 | 53 | P/F S-Trap 102-mm i/d China ware (Pak made) CSR.13-23/107 | Each | 1 | 464.03 | 464.03 |
| 54 | 54 | P/F floor trap 100 mm x 50 mm including 50 mm concrete chamber all round with C.P grating CSR.13-23/108 | Each | 3 | 717.49 | 2152.47 |
| 55 | 55 | P/F 100 mm i/d gully trap cement concrete including 305 mm x 305 mm masonry chamber and C.I grating 150 x 150 mm CSR.13-23/109 | Each | 1 | 3475.63 | 3475.63 |
| 56 | 56 | P/F C.I soil pipe with cement joints CSR.13-24/114 | Mtr | 5 | 2770.16 | 13850.8 |
| 57 | 57 | P/Lowering and laying into trenches and jointing cement concrete reinofrced pipeline to correct alignmentadn grade including cutting of pipes where necessary, cost of jointing material and testing CSR.13-8/23 | Mtr | 5 | 1198.4 | 5992 |
| 58 | 58 | P/L jointing and testing heavy water or steam quality G.I or W.I pipes and specials complete in all respect inside building or in trenches (IIL-M) CSR.13-12/36 | ||||
| 59 | 59 | 13 mm dia | Mtr | 5 | 361.26 | 1806.3 |
| 60 | 60 | 20mmdia | Mtr | 5 | 501.44 | 2507.2 |
| 61 | 61 | P/F hard brass or gun-metal peet valves heavy pattern with hand wheel on G.I or W.I pipe lines laid in the ground or inside building. CSR.13-15/46 | ||||
| 62 | 62 | 13 mm dia | Each | 1 | 774 | 774 |
| 63 | 63 | 20mmdia | Each | 2 | 973.65 | 1947.3 |
| 64 | 64 | P/F C.I braket for wash hand basin and flushing cistern CSR.13-21/91 (a) | Each | 1 | 365.3 | 365.3 |
| 65 | 65 | P/F 13-mm x 100 mm C.P Shower Rose CSR.13-22/95 | Each | 1 | 562.48 | 562.48 |
| 66 | 66 | P/F C.I manhole cover with frame 450-mm i/d CSR.13-24/116 (b) | Each | 3 | 1601.44 | 4804.32 |
| 67 | 67 | 13mm dia CP piller cocks CSR.13-20/80 (a) | Each | 2 | 764.6 | 1529.2 |
| 68 | 68 | P/F stainless steel sinks size 50 cm x 100-cm CSR.13-19/67 | Each | 1 | 6141.9 | 6141.9 |
| 69 | 69 | P/F 32 mm dia C.P waste coupling CSR.13-20/84 | Each | 1 | 453.67 | 453.67 |
| 70 | 70 | P/F 40-mm diaPVC waste pipe for sink&Urinal CSR.13-21/89 | Each | 1 | 243.23 | 243.23 |
| 71 | 71 | White glazed earthan ware wash hand basin domestic of supreme quality.55/56 cm size CSR.13-18/64 (b) | Each | 1 | 1870.78 | 1870.78 |
| 72 | 72 | White glazed earthan ware pedestal for wash basin domestic of supreme quality CSR.13-19/65 | Each | 1 | 1900.68 | 1900.68 |
| 73 | 73 | Looking glass 560mmx405mm size first quality (with out frame. CSR.13-20/77 (a) | Each | 1 | 1101.62 | 1101.62 |
| 74 | 74 | Chromium plated towel rail/ring (610x20mm) CSR.13-20/78 (a) | Each | 1 | 3080.45 | 3080.45 |
| 75 | 75 | wiring light or fan point with 1/1.13 (3.029) PVC insulated wire in 20-mm (3/4") 1.5-mm thick PVC conduit recessed in the wall or column complete with switch plastic plate ceiling rose/batton holder CSR.21-4/26 | Each | 20 | 2080.63 | 41612.6 |
| 76 | 76 | Wiring 2 pin plug control point on board with 1.13/(3/.029) PVC insulated wire in 20-mm (3/4") 1.50-mm thick PVC conduit recessed in the wall etc complete with switch and plug CSR.21-4/28 | Each | 5 | 291.1 | 1455.5 |
| 77 | 77 | P/F switch type 3-pin 15 emps S.P Plug socket and switch as replacement complete with board already exist CSR.21-25/23 | Each | 4 | 403.33 | 1613.32 |
| 78 | 78 | P/F of distribution board single phase 30/60 Amp 250 volts 4 way per phase with one circuit breaker 30/60 amp D.P & 4-Nos. out going circuit breakers 6.30 amp & N link fixed in M.S Box of suitable size recessed in wall CSR. 21-32/14 | Each | 1 | 11843.37 | 11843.37 |
| 79 | 79 | Supply and Errection of ceiling fan including wiring of down rod with 1/1.13mm (3/.029) PVC wire fixing of regulator, blade, conopy etc 56" sweep (PAK, GFC, ROYAL) CSR.21-29/11 c | Each | 4 | 5988.99 | 23955.96 |
| 80 | 80 | ACSP Exhaust Fan 305-mm (12") sweep complete with regulator CSR.23-10/53 d | Each | 1 | 2991.6 | 2991.6 |
| 81 | 81 | Supply and Errection of butter fly shutter for 305-mm sweep exhast fan complete required 21-30/16 | Each | 1 | 246.29 | 246.29 |
| 82 | 82 | P/ Fixing florecent tube light complete set 40 watt CSR.23-14/120 a | Each | 8 | 654.3 | 5234.4 |
| 83 | 83 | Wiring mains with 2-1/1-78 (7/.029) PVC insulated wire in 20-mm (3/4") PVC conduit recessed in the wall as required CSR. 21-19/134 | Mtr | 100 | 300.12 | 30012 |
| 84 | 84 | P/F hard drawn bare copper wire 5.4 mm2 (125 S.W.G) as earth continuity conductor with any given mains or sub mains in all system of wiring CSR.21-21/156 | Mtr | 100 | 36.23 | 3623 |
| 85 | 85 | Erection of Exhaust fan of all size CSR.21-30/14 | Each | 2 | 191.5 | 383 |
| 86 | 86 | Providing and fixing /connecting surface type 2 pin 5 Amps S.P Plug Socket, switch complete with S.W. Board as replacement. CSR 21-24/13 | Each | 5 | 160.44 | 802.2 |
| 87 | 87 | Excavation in foundation of building bridges and other srtuctures including dag-belling dressing refilling around structure with excavated earth lead upto 1.5 Meters in Ordinory soil CSR. 2-5/22-b | Cum | 149.126 | 366.12 | 54598.01 |
| 88 | 88 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. Ratio 1:4:8 CSR:5-1/2 (d) | Cum | 63.873 | 6938.78 | 443200.69 |
| 89 | 89 | Pacca Brick work in foundation and plinth (i/c striking of joints) in 1:6 cement sand mortar 6-1/1 | Cum | 99.875 | 11279.73 | 1126563.03 |
| 90 | 90 | Damp proof course with (cement, sand and shingle concrete 1:2:4) including 2 coats of asphaltic mixture 40mm thick CSR.6-4/25 | sqm | 58.228 | 789.85 | 45991.39 |
| 91 | 91 | Polythine sheet 0.2 mm thick laid over without two coats of bitumen using 1.66 kg. bitumen hot per sq.m over floors & DPC etc CSR.8-5/26 - 8-2/7 | sqm | 58.228 | 72.26 | 4207.56 |
| 92 | 92 | Termite proofing with approved chemicals (Pre-construction) CSR.2-7/37 | sqm | 89.46 | 202.76 | 18138.91 |
| 93 | 93 | Vertical damp proof course of 19mm thick cement plaster 1:2 with bitumen at 1-kg/sqm CSR.6-4/26 | sqm | 31.92 | 667.71 | 21313.3 |
| 94 | 94 | Pacca Brick work in ground floor (i/c stricking of joints) in 1:6 cement sand mortar CSR.6-1/2 | Cum | 86.655 | 12007.9 | 1040544.57 |
| 95 | 95 | Reinforced cement concrete work using coarse sand including all labour and material except the cost of steel reinforcement and its labour for bending and binding, which will be paid separately. This rate also includes all kinds of forms moulds; lifting shuttering, curing, rendering and finishing the exposed surface (including screening and washing of shingle). | Cum | 22.824 | 20873.63 | 476419.73 |
| 96 | 96 | Supplying and fabrication of Intermediate grade deformed reinforcement 40000 Psi (276MPa)Yield for R.C.C. in beams columns and pile caps, including cutting, bending laying in position including cost of binding wire and removal of rust etc. CSR.5-3/6a | KG | 2054.16 | 243.27 | 499715.5 |
| 97 | 97 | Paca brick work other than bulding stricking of joints upto 3.00 meter hieght in 1:4 cement said morter CSR.6-1/4 | Cum | 14.2005 | 12057.67 | 171224.94 |
| 98 | 98 | First class deador wood wrought joinery work in wire gauzed doors & windows etc. CSR 11-3/11d | Cum | 11.703 | 3237.86 | 37892.68 |
| 99 | 99 | P/F steel door without grill work on outer face of door as aproved by Engineer Incharge CSR.20-3/30 | sqm | 6.345 | 10210.64 | 64786.51 |
| 100 | 100 | Cement plaster (1:4) upto 6.00 metres height: 13mm thick CSR.10-1/5b | sqm | 869.274 | 334.67 | 290919.93 |
| 101 | 101 | Cement pointing deep struck joints on wall in 1:2 cement sand ratio CSR.10-1/9a | sqm | 274.374 | 367.5 | 100832.45 |
| 102 | 102 | Filling watering and ramming earth under floors with surplus earth from foundation CSR. 2-5/25 | CUM | 99.466 | 176.72 | 17577.63 |
| 103 | 103 | Filling watering and ramming earth under floors with new earth (excavation from outside) lead upto 30 m and lift upto 1.5 m. CSR.2-5/26 | Cum | 153.099 | 321.44 | 49212.14 |
| 104 | 104 | Carriage of 3.0 cum/5 metric tons of all material like stone aggregate spawl, coal, lime. Surkhi etc. B.G rail fastenings, bridge girders, pipes, sheets, rails, M.S. Bars etc or 1000 No. Bricks 254x127x76 mm or 1000 No tiles 300x152x51 mm or 4.25 cum of timber or 3.73 metric tons of fuel wood by truck or any other means owned by the contractor.Lead 5Km CSR.1-1/1 | Cum | 153.099 | 302.31 | 46283.36 |
| 105 | 105 | Supplying and filling sand under floors or plugging in wells CSR.6-4/24 | Cum | 4.296 | 1653.64 | 7104.04 |
| 106 | 106 | Mosaic flooring consisting of mosaic topping of one part of cement to two parts of marble chips laid over 25mm thick flooring of 1:2:4 cement concrete including rubbing & poslishing complete 13mm (with grey cement) CSR 9-3/14b | sqm | 182.115 | 1786.1 | 325275.6 |
| 107 | 107 | P/F Glass/Marble strips 5mm thick and 40mm wide for diving flooring into pannels CSR. 9-6/31b | Mtr | 353.742 | 157.95 | 55873.55 |
| 108 | 108 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering.Ratio 1:3:6 CSR.5-1/2C | cum | 5.127 | 8048.5 | 41264.66 |
| 109 | 109 | Polythine sheet 0.2 mm thick laid over (without two coats of hot bitumen using 1.66 kg. per sq.m) over Roof etc. CSR.8-2/7 - 8-5/26 , | sqm | 146.07 | 72.26 | 10555.02 |
| 110 | 110 | Brick tiles 225 X 113 X 38mm laid over 100mm earth & 25mm mud plaster grouted with cement sand 1:3 on top of RCC roof slab provided with 1.75 Kg. bitumen coating sand blinded. CSR 8-1/2 | sqm | 168.675 | 1131.34 | 190828.77 |
| 111 | 111 | Providing and fixing steel windows (openable) of standard tabular frame 1.5"x1.5" and shutters 1.5"x1" as per approved design of Engineer in chief. CSR.20-4/37 | sqm | 14.785 | 6613.86 | 97785.92 |
| 112 | 112 | Providing and fixing steel grills to openable steel windows as per drawing No.CDO(W) 301-5B/215 CSR.20-4/39 | sqm | 14.785 | 4004.58 | 59207.72 |
| 113 | 113 | P/F wire gauge 144 mesh square in openable tubular window and c-window as per drawing No.CDO(W) 301-5B/215 CSR.20-4/40 | sqm | 14.785 | 1889.6 | 27937.74 |
| 114 | 114 | Mosaic dado or skirting with one part of cement two parts of M.chips 13mmthick CSR 9-5/27-b | sqm | 51.207 | 1624.54 | 83187.82 |
| 115 | 115 | Prepairing surface and painting of doors and windows any type including edges on new surface 3 coat CSR.12-3/5c | sqm | 125.217 | 616.51 | 77197.53 |
| 116 | 116 | Providing and fixing Almirah as per standerd design of wapda. CSR.11-4/22 | sqm | 29.784 | 11694.07 | 348296.18 |
| 117 | 117 | White wasing 3 coats CSR.10-2/18c | sqm | 1118.781 | 64.58 | 72250.88 |
| 118 | 118 | P/F cast iron rain water down pipe fixed in place excluding heads and shoes but including clamps etc. CSR. 8-3/11 | ||||
| 119 | 119 | 100mm dia pipe | Mtr | 5.49 | 3561.44 | 19552.31 |
| 120 | 120 | 75mm dia pipe | Mtr | 5.49 | 2986.86 | 16397.86 |
| 121 | 121 | P/F shoes bends or offsets for C.I rain water down pipe including fixing and painting 100mm dia CSR. 8-3/13 | Each | 6 | 1428.97 | 8573.82 |
| 122 | 122 | P/F cast iron heads 100mm dia CSR.8-3/12 | Each | 6 | 1283.37 | 7700.22 |
| 123 | 123 | Providing & Fixing Flush Door leaf as per CDO standarad drawing. CSR 11-7/42 | sqm | 41.403 | 5644.57 | 233702.13 |
| 124 | 124 | P/F of bent metal 16SWG frame 250mm wide for door complete in all respect CSR 20-5/44 | Nos. | 21 | 5771.54 | 121202.34 |
| 125 | 125 | Levelling dressing of earth work to designed section complete in ordinary soil CSR. 2-3/12b | Cum | 300 | 24.85 | 7455 |
| 126 | 126 | Single layer of building paper /2-ply bitumen paper for floors etc. laid over two coats of bitumen hot using 1.66 kg. Per. Sqm blinding with sand at 0.003 cum per Sq.m. CSR 8-4/24 | sqm | 15.9 | 806.21 | 12818.74 |
| 127 | 127 | Extra cost of S.r cement CSR.22-16/649 - 22-4/160 | Bags | 785.385 | 54 | 42410.79 |
| 128 | 128 | white glazed earthen ware water closet squatting type domestic indian pattern of best quality CSR. 13-18/62 | Each | 3 | 5164.51 | 15493.53 |
| 129 | 129 | 13.5 ltrs capacity low level flusing cistren ( Plastic ) CSR.13-19/70b | Each | 3 | 2843.49 | 8530.47 |
| 130 | 130 | 32mm dia flushing pipe PVC CSR.13-21/86 | Each | 3 | 127.57 | 382.71 |
| 131 | 131 | P/F 13mm dia C.P bid taps CSR.13-20/82a | Each | 9 | 738.06 | 6642.54 |
| 132 | 132 | P/F 13mm PVC connection CSR.13-21/92 | Each | 3 | 278.09 | 834.27 |
| 133 | 133 | P/F 13mm dia C.p stop cock CSR.13-20/81 | Each | 12 | 686.87 | 8242.44 |
| 134 | 134 | P/F 13mm x 102mm C.P shower rose CSR. 13-22/95 | Each | 3 | 562.48 | 1687.44 |
| 135 | 135 | P/F S trap 102mm I/C china ware(Pak made) CSR.13-23/107 | Each | 3 | 464.03 | 1392.09 |
| 136 | 136 | P/F floor trap 100mmx 50mm I/C 50mm Concrete chamber all round grating CSR. 13-23/108b | Each | 9 | 717.49 | 6457.41 |
| 137 | 137 | P/F C.I soil pipe with cement joint CSR.13-24/114 | Mtr | 9.15 | 2770.16 | 25346.96 |
| 138 | 138 | P/F C.I soil Special with cement joint CSR. 13-24/115 | Nos | 6 | 895.93 | 5375.58 |
| 139 | 139 | P/F C.I manhole cover with frame CSR.13-24/116 | Nos | 6 | 888.44 | 5330.64 |
| 140 | 140 | P.L jointing and testing heavy water or steam quality G.I or W.I pipe special complete in all respect in side buildings & trenches CSR.13-12/36 | Mtr | 26.97 | 361.26 | 9743.18 |
| 141 | 141 | P/F stop cock of gun metal or hard brass screw down type on G.i or W.I pipe Line laid in trenches or inside building 20mm dia CSR. 13-15/46 | Nos | 3 | 973.65 | 2920.95 |
| 142 | 142 | Wiring light or fan point with 1/1.13(3.09) PVC insulated wire in 19.1mm, 1.50mm thick PVC condiut recessed in the wall or column complete with switch, plastic plate, ceiling rose and batten holder CSR. 21-4/26 | Nos | 48 | 2080.63 | 99870.24 |
| 143 | 143 | Wiring 2 pin plug of control point on board with 1.13(3/0.029)PVC insulated wire in 19.1mm ,1.50mm thick PVC condiut recessed in the wall etc complete with switch and plug CSR.21-4/28 | P/Point | 3 | 291.1 | 873.3 |
| 144 | 144 | Providing and fixing of distribution board single phase 30/60 Amps, 250 volts 4-way per phase with One No. circuit breaker 30/60 Amps. D.P.& 4-Nos. outgoing circuit breakers 6.30 Amps. & N link fixed in M.S. Box of suitable size recessed in wall. CSR.21-32/14 | Each | 3 | 11843.37 | 35530.11 |
| 145 | 145 | Providing and fixing brass bracket 229 mm size fitted with brass lamp holder and 254 mm EI shade.CSR.21-28/5 | Each | 6 | 429 | 2574 |
| 146 | 146 | Supply and erection of ceiling fan best quality Pak Made including wiring of down rod with 1/1.13 mm (3/.029) PVC wire, fixing of regulator, blade, canopy etc 56" sweep CSR.21-29/11c | Each | 6 | 5988.99 | 35933.94 |
| 147 | 147 | P/E butterfly shutter for 305mm sweep exhaust fan complete as required CSR.21-30/16 | Each | 3 | 246.29 | 738.87 |
| 148 | 148 | Wiring mains with 2-1/1.78(7/.029) PVC insulated wire in 19.1 mm PVC Conduit recessed in the wall as required. CSR.21-19/134 | Mtr | 105 | 300.12 | 31512.6 |
| 149 | 149 | Providing & fixing hard drawn bare copper wire 5.4 mm2 (12 S.W.G) as earth continuity conductor with any given mains or sub-main in all system of wiring.CSR.21-21/156 | Mtr | 105 | 36.23 | 3804.15 |
| 150 | 150 | Providing exhaust fan 305mm sweep complete with regulator 23-10/53d | Each | 3 | 2991.6 | 8974.8 |
| 151 | 151 | Providing and laying thermopore sheet 40mm thick CSR 20-23/183b | Sqm | 210 | 1224.37 | 257117.7 |
| 152 | 152 | Excavation in foundation of buildings, bridges and other structures including dibbling dressing refilling around structure with excavated earth watering and ramming lead upto 30 m and lift upto 1.5 m In ordinary soil. C.S.R 2-5/22a | Cum | 30.395 | 311.62 | 9471.69 |
| 153 | 153 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. CSR 5-1/2 | ||||
| 154 | 154 | (a) Ratio 1:4:8 | Cum | 16.358 | 6938.78 | 113504.56 |
| 155 | 155 | (B) Ratio 1:3:6 | Cum | 3.225 | 8048.5 | 25956.41 |
| 156 | 156 | (C) Ratio 1:2:4 | Cum | 0.693 | 9246.47 | 6407.8 |
| 157 | 157 | Pacca brick work in foundation and plinth in. 1:6 Cement sand mortar C.S.R 6-1/1 | Cum | 31.753 | 11279.73 | 358165.27 |
| 158 | 158 | Damp proof course with (cement, sand and shingle concrete 1:2:4) including 2 coats of asphaltic mixture. (40 mm thick) CSR 6-4/25a | sqm | 23.8 | 789.85 | 18798.43 |
| 159 | 159 | Vertical damp proof course of 19 mm thick cement plaster 1:2 with bitumen at 1 kg per Sq m.CSR 6-4/26 | Sqm | 21.816 | 667.71 | 14566.76 |
| 160 | 160 | Supplying and filling sand under floors or plugging in wells CSR 6-4/24 | Cum | 5.923 | 1653.64 | 9794.51 |
| 161 | 161 | Pacca brick work in ground floor (including striking of joints) ratio 1:6 CSR 6-1/2 | Cum | 47.572 | 12007.9 | 571239.82 |
| 162 | 162 | Cement plaster (1:4) upto 6.00 metres height: 13 mm thick CSR 10-1/5 b | Sqm | 257.136 | 334.67 | 86055.71 |
| 163 | 163 | Reinforced cement concrete work using coarse sand including all labour and material except the cost of steel reinforcement and its labour for bending and binding, which will be paid separately. This rate also includes all kinds of forms moulds; lifting shuttering, curing, rendering and finishing the exposed surface (including screening and washing of shingle). R.C. work in roof slabs, beams, columns, rafts, lintels and other structural members laid in situ or precast laid in position complete in all respects.ratio 1:2:4 CSR 5-2/3 a | Cum | 11.233 | 20873.63 | 234473.49 |
| 164 | 164 | Supplying and fabrication of Intermediate grade deformed reinforcement for R.C.C. in beams columns and pile caps, including cutting, bending laying in position including cost of binding wire and removal of rust etc. a. 40,000psi (276 MPa) yield CSR 5-3/6 a | Kg | 1010.97 | 243.27 | 245938.67 |
| 165 | 165 | Flooring comprising of white/coloured glazed tiles 6mm thick laid in white cement mortar 1:2 over 19mm thick cement mortar 1:2 complete: Coloured glazed tiles CSR 9-3/16 | Sqm | 37.391 | 3341.95 | 124958.02 |
| 166 | 166 | White marble flooring fine dressed on the surface without winding set in cement mortar 1:2 laid over 20 mm thick cement mortar 1:2 including rubbing & polishing 20mm thick flooring CSR 9-3/18 | Sqm | 0.36 | 7290.2 | 2624.47 |
| 167 | 167 | White / coloured glazed tiles dado 6mm thick jointed in white cement & laid over 1:2 cement sand mortar 19mm thick including finishing: Coloured glazed tiles C.S.R 9-5/26 b | Sqm | 75.17 | 3526.52 | 265088.51 |
| 168 | 168 | P/F aluminum natural anodized openable double leaf door hinged without glazing. CSR 20-5/49 | Sqm | 17.405 | 10730.24 | 186759.83 |
| 169 | 169 | P/F door lock natural anodized CSR 20-5/52 | Each | 6 | 4079.11 | 24474.66 |
| 170 | 170 | P/F aluminum door closer (single action) natural anodized.C.S.R 20-5/53 | Each | 1 | 6436.12 | 6436.12 |
| 171 | 171 | P/F aluminum natural anodized openable hinged windows without glazing. CSR 20-5/46 | Sqm | 6.297 | 8546.9 | 53819.83 |
| 172 | 172 | Glazing with plate glass 6mm thick using PVC gasket. CSR 11-7/41 | Sqm | 23.702 | 2029.06 | 48092.78 |
| 173 | 173 | Providing and fixing steel grills to openable steel windows as per drawing No.CDO(W) 301-5B/215 CSR 20-4/39 | Sqm | 6.297 | 4004.58 | 25216.84 |
| 174 | 174 | P/F wire gauge 144 mesh square in openable tubular window and c-window as per drawing No.CDO(W) 301-5B/215 CSR 20-4/40 | Sqm | 6.297 | 1889.6 | 11898.81 |
| 175 | 175 | Providing and fixing almirah as per standard desing of WAPDA residences. 11-4/22 | Sqm | 6.149 | 11694.07 | 71906.84 |
| 176 | 176 | Single layer of burnt clay tiles 229x114x38 mm laid over 100mm earth & 25mm mud plaster without bhossa grouted with cement sand 1:3 on top of RCC roof slab provided with 1.76 kg. bitumen coating sand blinded. CSR 8-1/2 | Sqm | 40.494 | 1131.34 | 45812.48 |
| 177 | 177 | Polythine sheet 0.2 mm thick laid over two coats of bitumen using 1.66 kg. bitumen hot per sq.m over floors & DPC etc. - Two coats of bitumen laid hot using 1.66 kg. per Sq.m over roof & blinded with sand at 0.003 cum per Sq.m CSR (8-5/26) - (8-2/7) | Sqm | 40.494 | 72.26 | 2926.1 |
| 178 | 178 | Filling watering and ramming earth under floors with new earth (excavation front outside) lead upto 30 m and lift upto 1.5 m. CSR 2-5/26 | Cum | 58.89 | 321.44 | 18929.6 |
| 179 | 179 | Carriage of 3.0 cum/5 metric tons of all material like stone aggregate spawl, coal, lime. Surkhi etc. B.G rail fastenings, bridge girders, pipes, sheets, rails, M.S. Bars etc or 1000 No. Bricks 254x127x76 mm or 1000 No tiles 300x152x51 mm or 4.25 cum of timber or 3.73 metric tons of fuel wood by truck or any other means owned by the contractor lead 5 km CSR 1-1/01 | Cum | 18.35 | 302.31 | 5547.39 |
| 180 | 180 | Topping of cement concrete (1:2:4) including surface finishing & dividing into panels: 40 mm thick CSR 9-2/9 | Sqm | 51.294 | 591.25 | 30327.58 |
| 181 | 181 | Cast iron rain water down pipe fixed in place excluding heads & shoes but including clamps etc 100 mm dia cast iron down pipe CSR 8-3/11 a | meter | 8 | 3561.44 | 28491.52 |
| 182 | 182 | Rain water down pipe cast iron heads fixed in place including cost of clamps hold fast and painting: 100 mm dia C.I. heads CSR 8-3/12 | Nos. | 2 | 1283.37 | 2566.74 |
| 183 | 183 | Shoes, bends or offsets for cast iron rain water down pipe including fixing and painting CSR 8-3/13 | Nos. | 2 | 1428.97 | 2857.94 |
| 184 | 184 | White Washing 3 Coats CSR 10-2/18 c | Sqm | 200.044 | 64.58 | 12918.84 |
| 185 | 185 | Distemparing Two coat over and including cost of one priming coat.CSR 10-2/16 b | Sqm | 137.475 | 140.65 | 19335.86 |
| 186 | 186 | Providing and fixing 15 mm dia bar hook for fan CSR 20-7/64 | Nos. | 6 | 319.14 | 1914.84 |
| 187 | 187 | White glazed earthen ware water closet squatting type domestic Indian pattern of best quality. CSR 13-18/62 | Nos. | 1 | 5164.51 | 5164.51 |
| 188 | 188 | 13.5 litres capacity low level flushing cistern best quality: 13.5 litres capacity low level flushing cistern best quality: Plastic CSR 13-19/70 b | Nos. | 1 | 2843.49 | 2843.49 |
| 189 | 189 | Providing and fixing C.P. bib tap:13 mm dia CSR 13-20/82 a | Nos. | 5 | 738.06 | 3690.3 |
| 190 | 190 | Floor trap 100mm x 50mm (including 50 mm concrete chamber all round): With C.P. grating CSR 13-23/108 | Nos. | 3 | 717.54 | 2152.62 |
| 191 | 191 | S. Trap 102 mm i/d China-ware (Pakistan made) CSR 13-23/107 | No. | 1 | 464.03 | 464.03 |
| 192 | 192 | Providing, lowering & laying into trenches and jointing cement concrete reinforced pipeline to correct alignment & grade including cutting of pipes where necessary cost of jointing material & testing. CSR 13-8/23-b | meter | 20 | 1198.4 | 23968 |
| 193 | 193 | Providing, laying, jointing & testing heavy water or steam quality G.I. or W.I. pipes & specials inside buildings & trenches. CSR 13-12/36 | ||||
| 194 | 194 | 13mm dia | meter | 10 | 361.26 | 3612.6 |
| 195 | 195 | 20 mm dia | meter | 20 | 501.44 | 10028.8 |
| 196 | 196 | 50mm dia | meter | 7 | 1287.33 | 9011.31 |
| 197 | 197 | Providing & fixing hard brass or gun metal peet valves heavy pattern with hand wheel on G.I. or W.I. pipe lines laid in the ground or inside buildings: CSR 13-15/46 | ||||
| 198 | 198 | 20mm dia | Nos. | 1 | 973.65 | 973.65 |
| 199 | 199 | 50mm dia | Nos. | 1 | 3285.44 | 3285.44 |
| 200 | 200 | Wiring light or fan point with 1/1.13 (3.029) PVC insulated wire in 19.1 mm , 1.50 mm thick PVC conduit recessed in the wall or column complete with switch plastic plate ceiling rose/batten holder. CSR 21-4/26 | Nos. | 22 | 2080.63 | 45773.86 |
| 201 | 201 | Providing and fixing of distribution board single phase 30/60 Amps, 250 volts 4-way per phase with One No. circuit breaker 30/60 Amps. D.P.& 4-Nos. outgoing circuit breakers 6.30 Amps. & N link fixed in M.S. Box of suitable size recessed in wall. CSR 21-32/14 | Nos. | 1 | 11843.37 | 11843.37 |
| 202 | 202 | Supply and erection of ceiling fan best quality Pak Made including wiring of down rod with 1/1.13 mm (3/.029) PVC wire, fixing of regulator, blade, canopy etc 1422 mm (56”) sweep CSR 21-29/11 C | Nos. | 6 | 5988.99 | 35933.94 |
| 203 | 203 | ACSP Exuart fan 12" Sweep CSR 23-10/53 d | No. | 1 | 2991.6 | 2991.6 |
| 204 | 204 | Providing and erection of butterfly shutters for 305 mm sweep exhaust fan complete as required. CSR 21-30/16 | No. | 1 | 246.29 | 246.29 |
| 205 | 205 | P/F flourecent tube lights complete set CSR 23-14/120 a | Nos. | 15 | 654.3 | 9814.5 |
| 206 | 206 | Wiring mains with 2-1/1.78(7/.029) PVC insulated wire in 19.1 mm PVC Conduit recessed in the wall as required CSR 21-19/134 | meter | 30 | 300.12 | 9003.6 |
| 207 | 207 | Providing and fixing ornamental cement jalli 51.00 mm thick (1:2:4) without steel) CSR 5-4/13 | Sqm | 9.388 | 1343.79 | 12614.83 |
| 208 | 208 | Excavation in open cutting for sewer and manholes as shown in drawing dressing to correct section and dimension according to templete and levels and removing surface water in all types of soil shingle gravel and rocks upto 0-2.10M depth CSR. 2-4/18 | ||||
| 209 | 209 | Septic Tank (200 Users) O to 2 m depth | Cum | 62.937 | 295.36 | 18589.07 |
| 210 | 210 | 2-11 to 4.60m depth | Cum | 29.97 | 405.63 | 12156.73 |
| 211 | 211 | Pacca brick work other than buildings (1:4) cement sand mortar CSR.6-1/4 | Cum | 26.266 | 12057.67 | 316706.76 |
| 212 | 212 | 13mm thick cement plaster 1:4 CSR.10-1/5 | Sqm | 87.11 | 334.67 | 29153.1 |
| 213 | 213 | Cement Concrete Plain including placing compecting finishing and curing complete (I/C screeining and washing of stone eggregate) without shuttering (I) ratio 1.4.8 CSR.5-1/2 | Cum | 4.496 | 6938.78 | 31196.75 |
| 214 | 214 | Reinforced cement concrete work using coarse sand I/c all labour & material except the cost of steel reinforcement & its labour for bending& binding which will be paid separtely. This rate also I/c all kinds of forms moulds lifting shuttering curing rendering and finishing the exposed surface . (i/c screening & washing of shingle) a. RC work in roof slabs beams, column rafts lintle and other structural members laid in situ or precoast laid in position complete in all respects. Ratio (1:2:4) CSR.5-2/3 | Cum | 13.059 | 20873.63 | 272588.73 |
| 215 | 215 | Supplying and fabrication of Intermediate grade deformed reinforcement 40000 psi (276MPa) yield for R.C.C. in beams columns and pile caps, including cutting, bending laying in position including cost of binding wire and removal of rust etc. CSR.5-3/6 | Kg | 1175.31 | 243.27 | 285917.66 |
| 216 | 216 | M.S angles 2"x2"x1/4" CSR. 22-10/367 | Kg | 49.399 | 172.8 | 8536.15 |
| 217 | 217 | Small iron work such as gusset plates kness bends stirrups straps ring etc including cutting drilling rivetting handling assembling and fixing but excluding ertection in position CSR. 20-1/4 | Kg | 49.399 | 123.18 | 6084.97 |
| 218 | 218 | C.I soil pipes sand cast with cement joints (1:2) 100 mm dia CSR.13-24/114 | Mtr | 4.81 | 2770.16 | 13324.47 |
| 219 | 219 | C.I soil special with cement joints (1:2) 100 mm dia CSR. 13-24115 | Each | 2 | 895.93 | 1791.86 |
| 220 | 220 | Earthwork in ordinary soil for embankment lead up to 30 m including plugging and mixing with blade or disc harrow or other suitable equipment and compaction by mechanical means at optimum moisture contents and dressing to designed section, complete in all respects. more than 95% dry density. CSR 2-7/41 | Cum | 711.9 | 142.48 | 101431.51 |
| 221 | 221 | Base course of machine crushed stone aggregate to required thickness & grade as specified.CSR.14-2/11 | Cum | 67.5 | 3652.47 | 246541.73 |
| 222 | 222 | Sub-Base course of pit run gravel (granular material) including placing, mixing & compaction to required camber and grade. CSR. 14-2/9 | Cum | 51.75 | 4591.28 | 237598.74 |
| 223 | 223 | Plant mixed bituminous carpet including compaction and finishing to required camber, grade & density:CSR;14-3/16 b | ||||
| 224 | 224 | (a) 40 mm thick colony road | Sqm | 150 | 1760.7 | 264105 |
| 225 | 225 | (b) 50 mm thick road | Sqm | 270 | 2072.84 | 559666.8 |
| 226 | 226 | Road edging complete CSR.14-3/18 | Mtr | 200 | 152.87 | 30574 |
| 227 | 227 | Tack coat using 0.7 Kg of bitumen per Sqm CSR. 14-3/15 | Sqm | 420 | 153.37 | 64415.4 |
| 228 | 228 | Carriage of 3.0 cum/5 metric tons of all material like stone aggregate spawl, coal, lime. Surkhi etc. B.G rail fastenings, bridge girders, pipes, sheets, rails, M.S. Bars etc or 1000 No. Bricks 254x127x76 mm or 1000 No tiles 300x152x51 mm or 4.25 cum of timber or 3.73 metric tons of fuel wood by truck or any other means owned by the contractor.CSR.1-1/1 | Cum | 711.9 | 302.31 | 215214.49 |
| 229 | 229 | Filling watering and rammin earth under floors with new earth (execavation from outside) lead upto 30m and lift upto 1.5m. CSR 2-5/26 | Cum | 711.9 | 321.44 | 228833.14 |
| 230 | 230 | Excavation in open cutting for sewer and mainholes as shown in drawing drosain to correct section and dimension according to template and levels and removing suriace graval water in all types of sol shingle graval and rock upto 2.00 Meter depth CSR.2-4/18 | Cum | 433.075 | 295.36 | 127913.03 |
| 231 | 231 | Excavation of trenches for water supply pipe line in all kind of soil soft hard average or soil upto 1.5 meter depth from ground level i/c trimming dressing, side levelling the beds of trenches to correct grade and cutting in pites for joints CSR.2-4/20 | Cum | 98.276 | 304.22 | 29897.52 |
| 232 | 232 | Refilling in excavated stuf in tranches in 150.mm thick layer including watering, ramming to full compaction etc complete. CSR.2-3/13 | Cum | 531.351 | 310.91 | 165202.34 |
| 233 | 233 | Providing laying jointing and testing havy water or steam quality G.I or W.I pipes and special in side buildin CSR.13-12/36 | Mtr | 100 | 501.44 | 50144 |
| 234 | 234 | Providing lowering and laying into trenches jointing and testing PVC class-D pipe line CSR.13-7/21 | Mtr | 260 | 658.6 | 171236 |
| 235 | 235 | P/fixing fire hydrant complete in all respect. (P-13-12/34) | Each | 1 | 2353.12 | 2353.12 |
| 236 | 236 | Providing & fixing hard brass or gun metal peet valves heavy pattern with hand wheel on G.I. or W.I. pipe lines laid in the ground or inside buildings: CSR.13-15/46 | ||||
| 237 | 237 | 50mm dia | Each | 2 | 3285.44 | 6570.88 |
| 238 | 238 | 20mm dia | Each | 10 | 973.65 | 9736.5 |
| 239 | 239 | Cement concrete plain I/C placing compacting finishing and curring complee (I/C screening & washing or stone aggregate) without shuttering CSR.-5-1/2 | ||||
| 240 | 240 | (a) 1:4:8 for M/Hole Foundation | Cum | 7.695 | 6938.78 | 53393.91 |
| 241 | 241 | (b) 1:2:4 Inside manholes | Cum | 3.132 | 9246.47 | 28959.94 |
| 242 | 242 | Pacca brick work other than building including striking of joints upto 3.00 meters height in ratio 1:6 CSR.6-1/4 | Cum | 50.923 | 11697.92 | 595687.33 |
| 243 | 243 | 13mm thick cement plaster in (1:4) cement sand mortor upto 6 meter height. CSR.10-1/5-b | Sqm | 147.6 | 334.67 | 49397.29 |
| 244 | 244 | Reinforcement cement concrete work using course sand including all labour and material except the cost of steel reinforcemnt and its labour for bending, binding which will be paid separately, this ratio also includes finishing of all kinds of forms moulds lifting, shuttiering, curring rendering and finishing the exposed surface i/c screening & washing of the shingle for roof slabe beams, cloumns rafts lintels and other structural member laid in situ or precast laid in position complete in all respect in 1:2:4 CSR.5-2/3a (i) | Cum | 6.421 | 20873.63 | 134029.58 |
| 245 | 245 | Supplying and Fabrication of intermed-iate grade deformed re-inforcement of 40000 PSI (276 MPA) yield for RCC in Beam column, and pile caps including cutting, bending, laying in position I/c cost of binding wire and removal of rust CSR..5-3/6. | 513.68 | 243.27 | 124962.93 | |
| 246 | 246 | Providing lowering and laying in to trenches and joimting cement concrete reinforcement pipe line to correct olignment and grade including cutting pipe where necessary cost of jointing materials and testing CSR.13-8/23 | ||||
| 247 | 247 | 225mm dia | Mtr | 300 | 1548.03 | 464409 |
| 248 | 248 | 150mm dia | Mtr | 200 | 1198.4 | 239680 |
| 249 | 249 | Providing and fixing C.I manhole covers with frame CSR.13-24/116 | Each | 25 | 1601.44 | 40036 |
| 250 | 250 | Excavation in open cutting for sewer and manholes as shown in correct section and dimension according to template and levels and removing surface water in all types of soil shingle, gravel and rock. CSR 2-4/18 | ||||
| 251 | 251 | 0-2.0m | Cum | 21.955 | 295.36 | 6484.63 |
| 252 | 252 | 2-4.5m | Cum | 26.58 | 405.63 | 10781.65 |
| 253 | 253 | 4.5-6.50 | Cum | 21.264 | 540.51 | 11493.4 |
| 254 | 254 | Reinforced cement concrete work using coarse sand including all labour and material except the cost of steel reinforcement and its labour for bending and binding, which will be paid separately. This rate also includes all kinds of forms moulds; lifting shuttering, curing, rendering and finishing the exposed surface (including screening and washing of shingle). CSR 5-1/3a (i) | Cum | 4.597 | 20873.63 | 95956.08 |
| 255 | 255 | Supplying and fabrication of intermediate grade deformed steel reinforcement bars for RCC in beams columns and pile caps including cutting, bending, laying in position including cost of binding wire and removal of rust etc. (using mechanical means). CSR 5-3/6a | Kg | 413.73 | 243.27 | 100648.1 |
| 256 | 256 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. CSR 5-1/2 | Cum | 1.06 | 9246.47 | 9801.2582 |
| 257 | 257 | Bricks work other than building including striking of joints upto 3.0 m height in cement sand mortar ratio (1:3) CSR 6-1/4 | Cum | 30.83 | 12375.47 | 381535.74 |
| 258 | 258 | Cement plaster (1:4) upto 1st floor height CSR 10-1/5a 13mm | Sqm | 203.14 | 334.67 | 67984.86 |
| 259 | 259 | Providing and fixing steel windows (openable) of standard tabular frame 40X40 mm and shutters 40X25mm as per approved design of Engineer in chief. CSR 20-4/37 | Sqm | 1.112 | 6613.86 | 7420.75 |
| 260 | 260 | Providing and fixing wineow grills without angle iron frame with 10mm sq. iron bars at 75mm centre to centre as per approved design of Engineer. CSR 20-4/38 | Sqm | 1.122 | 4944.85 | 5548.12 |
| 261 | 261 | Providng and fixing steel doors without grill work on outer face of the door as per approved design of the Engineer Incharge CSR 20-3/30 | Sqm | 2.105 | 10210.64 | 21493.4 |
| 262 | 262 | Providing and installation pumping set type ETA size 75x63 m (3X2 1/2) speed about 2900 rpm and 36.5 M (120Feet) head including supply and fixing 01-No. Motor and starter 15-HP with one No. voltmeter and one No. ampere meter and main switch 60-Amp 500 Watt 3 pole on steel board complete in al respect and other incidental thereto. CSR 20-23/185 | No. | 1 | 191753.37 | 191753.37 |
| 263 | 263 | Excavation in foundation of building bridges and other structure I/C deg beiling dressing refilling around strucure with excavated earthe watering and remming lead upto 30m and lift upto 1.5m in Sandy Soil (2-5/22-a) | Cum | 31.886 | 311.62 | 9936.32 |
| 264 | 264 | Cement Concrete Plain including placing compecting finishing and curing complete (I/C screeining and washing of stone eggregate) without shuttering (I) ration 1.4.8 CSR (5-1/2) | Cum | 4.82 | 6938.78 | 33444.92 |
| 265 | 265 | 1:3:6 ratio (Foundation plinth) | Cum | 2.16 | 8048.5 | 17384.76 |
| 266 | 266 | Reinforced cement concrete work using coarse sand I/c all labour & material except the cost of steel reinforcement & its labour for bending& binding which will be paid separtely. This rate also I/c all kinds of forms moulds lifting shuttering curing rendering and finishing the exposed surface . (i/c screening & washing of shingle) a. RC work in roof slabs beams, column rafts lintle and other structural members laid in situ or precoast laid in position complete in all respects. (A) Ratio (1:2:4) CSR 5-1/3a | Cum | 17.17 | 20873.63 | 358400.23 |
| 267 | 267 | (B) Ration 1:1.5:3 | Cum | 5.23 | 22204.94 | 116131.84 |
| 268 | 268 | Add extra labour for RC concrete in 2nd and subswquent stored P 5-2,/3 d | Cum | 13.69 | 1351.76 | 18505.59 |
| 269 | 269 | Supplying and fabrication of Intermediate grade deformed reinforcement 40000 Psi (276MPa)Yield for R.C.C. in beams columns and pile caps, including cutting, bending laying in position including cost of binding wire and removal of rust etc. CSR.5-3/6 | Kg | 2912 | 243.27 | 708402.24 |
| 270 | 270 | Providing laying jointing & testing heavy water or steam quality G.I or W-I pipes & specials in side building & trenches (P-13/12.36a,b) | ||||
| 271 | 271 | 100mm dia | Mtr | 45 | 2726.62 | 122697.9 |
| 272 | 272 | 75mm dia | Mtr | 34 | 1970.84 | 67008.56 |
| 273 | 273 | P/F hard bross or gunmetal peet valves heavy pattren with hand wheel on GI pipelines laid in ground or in side buildings.CSR P-13-15/46 | ||||
| 274 | 274 | 100mm dia | Each | 2 | 8084.72 | 16169.44 |
| 275 | 275 | 75mm dia | Each | 2 | 5888.01 | 11776.02 |
| 276 | 276 | Providing and fixing steel ladder for over head tank made of angle iron 50X50X6mm with with 16mm dia M.S bars step 38mm post i/c side supports of angle iron 50X50X6mm complete in all respect as per Drawing P 20-6/61 | Mtr | 18 | 8487.85 | 152781.3 |
| 277 | 277 | P/F steel doors without grill work on outer face of the door as per approved desing of the Engineer Incharge P 20-3/30 | Sqm | 1.782 | 10210.64 | 18195.36 |
| 278 | 278 | Filling watering and ramming earth under floors with surplus earth from foundation 2-5/25 | Cum | 31.886 | 176.72 | 5634.89 |
| 279 | 279 | Pacca brick work in foundation and plinth in 1:6 cement sand mortar P/6-1 Item No.4-I under plinth protection CSR 6-1/1 | Cum | 5.43 | 11279.73 | 61248.93 |
| 280 | 280 | Pacca brick work in ground floor in 1:6 cement sand mortar P/6-1/2 | Cum | 5.5 | 12007.9 | 66043.45 |
| 281 | 281 | Damp proof course with (Cement sand and shingle concerte 1.2.4 I/C two coats of asphaltic mixture (a) 40 mm thick CSR 6-4/25 | Sqm | 2.12 | 789.85 | 1674.48 |
| 282 | 282 | 13mm thick cement plaster (1.4) upto 6.00Mtr height P 10-1/5 b | Sqm | 47.84 | 334.67 | 16010.61 |
| 283 | 283 | Supplying and filling sand under floors or plugging in wells CSR 6-4/24 | Cum | 5.29 | 1653.64 | 8747.76 |
| 284 | 284 | Providing laying topping of cement concrete(1:2:4) 50mm thick 9-2/9 | Sqm | 5.29 | 734.75 | 3886.83 |
| 285 | 285 | Single layer of burnt clay tiles 229 x 114 x 38mm laid over 102mm earth and 25mm mud plaster with out. Bhosa grouted with cement sand 1:3 on top of RCC slab provided with 1.66 Kg bitumen coating sand blinded 8-1/2 | Sqm | 5.29 | 1131.34 | 5984.79 |
| 286 | 286 | P/F steel window (openable) of standard tublar frame 1.5" x 1.5" and shutters 1.5" x 1" as per approved design of Engineer In chief 20-4/37 | Sqm | 1.49 | 6613.86 | 9854.65 |
| 287 | 287 | P/F steel grills to openable steel windows as per drawing No. CDO (W) 301-5d/215 (20-4/39) | Sqm | 1.49 | 4004.58 | 5966.82 |
| 288 | 288 | P/F wire guaze 144 mesh square in openable tubular window and C-window as per drawing No. CDO (W)301-5D/215 20-4/40 | Sqm | 1.49 | 1889.6 | 2815.5 |
| 289 | 289 | Wiring light or fan point with 1/1.13 (3.029) PVC insulated wire in 19.1mm, 1.50mm thick PVC conduit recessed in the wall or column complete with swithc plasitic plate ceiling rose / batten holder. P. 21-4/26 | each | 4 | 2080.63 | 8322.52 |
| 290 | 290 | Supplying and fixing PVC water stop 190mm vide CSR-5-2/5 | Mtr | 12.56 | 476.86 | 5989.36 |
| 291 | 291 | Boring for tubewells in all water bearing soils from ground level to 30 metres depth including sinking & with-drawing of casing pipe.300 mm dia CSR 13-1/1 | ||||
| 292 | 292 | 0 to 30m depth | Metre | 30 | 8615.94 | 258478.2 |
| 293 | 293 | Boring for tubewells in all water bearing soils from 30 metres depth below ground level to 60 metres depth including sinking & with-drawing of casing pipe 300mm dia CSR 13-1/2 F | ||||
| 294 | 294 | 30m to 60m depth | Metre | 30 | 10736.65 | 322099.5 |
| 295 | 295 | Providing & Installing fibre glass blind pipe of following diameter into tubewell bore with socket & solution. CSR-13-5/15 | ||||
| 296 | 296 | 200 mm dia pipe | Metre | 45 | 10360.31 | 466213.95 |
| 297 | 297 | Providing, laying, jointing & testing heavy water or steam quality G.I. or W.I. pipes & specials inside buildings & trenches with internal diameter: CSR 13-12/36 | ||||
| 298 | 298 | (A) 75mm dia | Metre | 75 | 1970.83 | 147812.25 |
| 299 | 299 | Providing and installing Fiber glass strainer of following diameter with bail plug including sockets & solution etc complete 200mm dia CSR.13-4/11 b | ||||
| 300 | 300 | 200 mm dia strainer | Metre | 15 | 12701.62 | 190524.3 |
| 301 | 301 | Shrouding & filling around strainer/blind pipe graded bajri (10mm to 3mm) into space between the bore wall and strainer/blind pipe: CSR 13-6/16 h | ||||
| 302 | 302 | 100 mm dia | Metre | 60 | 998.08 | 59884.8 |
| 303 | 303 | Providing and installation of pumping set type ETA size 75 x 63mm speed about 2900 rpm and 36.5 m head including supply & fixing one No. motor and starter 15 HP with one No. voltmeter and one No. ampere metre and main switch 60ampere 500 volts 3 pole on steel board complete in all respects and other incidental thereto. CSR 20-23/185 | ||||
| 304 | 304 | Water Supply and Disposal purpose | each | 1 | 191753.37 | 191753.37 |
| 305 | 305 | Excavation in foundation of buildings, bridges and other structures including dibbling dressing refilling around structure with excavated earth watering and ramming lead upto 30 m and lift upto 1.5 m CSR 2-5/22 | ||||
| 306 | 306 | Pump Chamber | Cum | 2.043 | 366.12 | 747.98 |
| 307 | 307 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. CSR 5-1/2 | ||||
| 308 | 308 | Ratio 1:4:8 | Cum | .681 | 6938.77 | 4725.3 |
| 309 | 309 | Pacca brick work in foundation and plinth in Ratio 1:6 cement sand mortar CSR 6-1/1 | Cum | 8.326 | 11279.73 | 93915.03 |
| 310 | 310 | Pacca brick work in ground floor (including striking of joints) i) Cement sand mortar Ratio 1:6 CSR 6-1/2 | ||||
| 311 | 311 | Pumb Chamber | Cum | 8.915 | 12007.89 | 107050.34 |
| 312 | 312 | Reinforced cement concrete work using coarse sand including all labour and material except the cost of steel reinforcement and its labour for bending and binding, which will be paid separately. This rate also includes all kinds of forms moulds; lifting shuttering, curing, rendering and finishing the exposed surface (including screening and washing of shingle). R.C. work in roof slabs, beams, columns, rafts, lintels and other structural members laid in situ or precast laid in position complete in all respects. CSR 5-1/3 | ||||
| 313 | 313 | Roof slabs | Cum | 1.593 | 20873.62 | 33251.68 |
| 314 | 314 | Supplying and fabrication of Intermediate grade deformed reinforcement for R.C.C. in beams columns and pile caps, including cutting, bending laying in position including cost of binding wire and removal of rust etc. a. 40,000psi (276 MPa) yield CSR 5-3/6a | ||||
| 315 | 315 | Qty as item No.12 | Kg | 127.44 | 243.27 | 31002.33 |
| 316 | 316 | Cement plaster (1:4) upto 6.00 metres height: 13 mm thick CSR 10-1/5b | ||||
| 317 | 317 | In & out side pump chamber | Sqm | 103.36 | 334.67 | 34591.49 |
| 318 | 318 | Providing and fixing steel doors without grill work on outer face of the door as per approved design of the Engineer Incharge CSR 20-3/30 | ||||
| 319 | 319 | Door | Sqm | 1.782 | 10210.63 | 18195.34 |
| 320 | 320 | P/F steel window (openable) of standard tabular frame 1.5" x 1.5" and shutters 1.5" x 1" as per approved design of Engineer In chief CSR.20-4/37 | ||||
| 321 | 321 | windows | Sqm | 1.488 | 6613.80 | 9841.33 |
| 322 | 322 | Providing and fixing window grill with angle iron frame as per approved design of the Engineer incharge. CSR-20-4/39 | ||||
| 323 | 323 | Qty as item No.16 | Sqm | 1.488 | 4004.50 | 5958.7 |
| 324 | 324 | PVC Insulated and PVC Sheathed Four core copper conductor 250/440 volts size 7/1.04 mm (7/.044) CSR 23-2/5 C | ||||
| 325 | 325 | Metre | 50 | 411.30 | 20565 | |
| 326 | 326 | Providing and fixing of distribution board three phase 60 Amps, 400 volts 3-way per phase with One I/C circuit breaker 30 Amps. T.P. and outgoing breakers 6-30 Amps. complete with N link in wall recessed. CSR 21-33/17 | Each | 2 | 23743.01 | 47486.02 |
| 327 | 327 | RATE Rs.____________%ABOVE/BELOW | ||||
| GRAND TOTAL: | Rs 23,926,219.45 |
Construction of 01-No. Cat-IV & 03-No. Cat-V Residences along-with allied civil works at 132KV G/S Shrimp Estate Sargodha (Deposit Work).
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: Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer 132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad Division (Division), Punjab (Province).
The Supplier is:
The title of the subject procurement is: Tender No.35 for Construction of 01-No. Cat-IV & 03-No. Cat-V Residences along-with allied civil works at 132KV G/S Shrimp Estate Sargodha (Deposit Work).
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:
Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer
132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad Division (Division), Punjab (Province).
+92-370-180-0277
pdgscfesco@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:
Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer
132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad Division (Division), Punjab (Province).
+92-370-180-0277
pdgscfesco@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 0.10% 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 10.00% of the contract price in acceptable form of Pay Order, Banker's Cheque, Call at Deposit, Demand Draft
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.:P144774
To: Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer 132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad 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 Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer 132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad 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., Tender No.35 for Construction of 01-No. Cat-IV & 03-No. Cat-V Residences along-with allied civil works at 132KV G/S Shrimp Estate Sargodha (Deposit Work). (P144774) 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: Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer 132 kV Grid Statio, Agriculture University, Near Darbar Baba Qaim Sain, Daewoo Road., Faisalabad City, Faisalabad (District), Faisalabad 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}