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).
Â
Â
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.
|
BDS Clause Number |
ITB Number |
Amendments of, and Supplements to, Clauses in the Instruction to Bidders |
A. Introduction |
||
|
1 |
1.1 |
Name of Procuring Agency:Â Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)) The subject of procurement is:Â Construction of 05-No. Cat-IV & 05-No. Cat-V type Residence along-with allied civil works at 132KV G/S Adha Gojra Expected commencement date: Tuesday, June 30, 2026 |
|
2. |
2.1 |
Financial year for the operations of the Procuring Agency:Â 2025-26 Name and identification number of the Contract: P35444Â |
| 3. | 3.1 | JV/Consortium or Association Allowed: Yes Number of JV/Consortium Members: 5 |
B. Bidding Documents |
||
|
4. |
6.2 & 6.4 |
The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Saturday, May 30, 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 |
||
| 6. |
8.1 |
List of documents required along with the bid:
 |
| 7. | 9.1 |
The qualification criteria to establish the supply / production capability of the bidder. see Eligibility Criteria |
| 8. | 11.2Â |
|
| 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. |
|
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: 149 Days |
| 14. |
17.1Â |
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 |
||
|
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, June 4, 2026 11:30 AM |
E. Opening and Evaluation of Bids |
||
|
18. |
24.1 |
The Bids opening shall take place on EPADS v2.0. Day : Thursday Date:Â June 04, 2026 Time : 01:30 PM |
|
19. |
30.2 |
Selection technique adopted will be: Least Cost Based Selection (LCBS) |
F. Award of Contract |
||
|
20. |
41.1 & 41.2 |
The Performance guarantee shall: 10.00%. The Performance Guarantee shall be acceptable in the form of:Â 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 |
||
|
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) PEC |
| Eligibility Criteria | Document |
|---|---|
| Pakistan Engineering Council Certificate renewed for the year 2025-26 with Category having Specialization Code as mentioned against above must be provided. | Yes |
| Identity Card of Contractor / Managing Partner / Director of the firm. | Yes |
| The bidder must have completed at least two contracts of same nature along-with its completion successfully as main contractor within Ten years awarded by WAPDA / NTDC / DISCOs. The consolidated value of these contracts must be more than 40% of the estimated / B.O.Q Cost. | Yes |
| The bidder shall be in the active tax payer list (ATL), and will provide income Tax Returns for last three years. | Yes |
| The contractors are required to submit their registration for sales tax with Punjab Revenue Authority. | Yes |
| The bidder should have an Average Annual Turnover half of the amount mentioned against this work during last three years certified from audited financial statement. | Yes |
| Bidder shall demonstrate Cash or Cash Equivalents equal to 10% of contract value and current contract commitments. In this regard bidder shall provide the bank statements of last one year. | Yes |
| All bids must be accompanied by a Bid Security amounting to 5% on BOQ amount each in favor of Project Director GSC FESCO Faisalabad of any scheduled bank of Pakistan uploaded on E-PADS & original Bid Security in an envelope clearly marked with Tender No. and title shall be submitted in the office of Project Director GSC FESCO Faisalabad, one day before opening date of E-Bids, falling which the E-Bids shall be rejected. Bid security shall be valid 28 days beyond bid validity. | Yes |
| Bid security shall be valid 28 days beyond bid validity. The bid shall be valid for 150 Days. | Yes |
| Proposed Schedule | Yes |
| Method Statement | Yes |
| List of Staff | Yes |
Least Cost Based Selection (LCBS)
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Construction of Residences at 132KV G/S Adha Gojra | 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 | 1 | 2663517 |
No
Jobs Without Lots :
Job: Construction of Residences at 132KV G/S Adha Gojra
Specifications / Requirements:
| Sr. No | Sr. No. | Description | Qty | Unit | Adopted Rate 10% Less | Amount |
|---|---|---|---|---|---|---|
| 1 | Â | 05-No Cat-V Quarters (E-Type) | Â | Â | Â | Â |
| 2 | 1 | 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 | 248.542 | Cum | 383.22 | 95,246.27 |
| 3 | 2 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. A = 1:4:8 ratio | Â | Â | Â | Â |
| 4 | a | Ratio 1:4:8 | 106.455 | Cum | 8,773.69 | 934,003.17 |
| 5 | b | 1:2:4 ratio | 15.712 | Cum | 11,037.67 | 173,423.87 |
| 6 | 3 | Pacca Brick work in foundation and plinth (i/c striking of joints) in 1:6 cement sand mortar | 270.057 | Cum | 10,425.31 | 2,815,427.94 |
| 7 | 4 | Damp proof course with (cement, sand and shingle concrete 1:2:4) including 2 coats of asphaltic mixture 40mm thick | 97.047 | sqm | 811.94 | 78,796.34 |
| 8 | 5 | 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 | 97.047 | sqm | 73.45 | 7,128.10 |
| 9 | 6 | Termite proofing with approved chemicals | 248.542 | sqm | 211.21 | 52,494.56 |
| 10 | 7 | Vertical damp proof course of 20mm thick cement plaster 1:2 with bitumen at 1-kg/sqm | 53.200 | sqm | 646.88 | 34,414.02 |
| 11 | 8 | Pacca Brick work in ground floor (i/c stricking of joints) in 1:6 cement sand mortar | 130.892 | Cum | 11,177.07 | 1,462,989.05 |
| 12 | 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). | 54.870 | Cum | 21,881.29 | 1,200,626.38 |
| 13 | Â | a) 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 | Â | Â | Â | Â |
| 14 | 10 | Supplying and fabrication of Intermediate grade deformed reinforcement for R.C.C. in slabs, beams, columns and pile caps, including cutting, bending laying in position including cost of binding | 4938.300 | KG | 246.65 | 1,218,031.70 |
| 15 | 11 | Paca brick work other than bulding stricking of joints upto 3.00 meter hieght in 1:4 cement said morter | 23.667 | Cum | 11,224.93 | 265,660.42 |
| 16 | 12 | First class deador wood wrought joinery work in wire gauzed doors & windows etc. 40mm thick | 19.505 | sqm | 12,979.41 | 253,163.39 |
| 17 | 13 | P/F steel door without grill work on outer face of door as aproved by Engineer Incharge | 10.575 | sqm | 13,757.87 | 145,489.48 |
| 18 | 14 | Cement plaster (1:4) upto 6.00 metres height: 13mm thick | 1425.250 | sqm | 340.65 | 485,511.41 |
| 19 | 15 | Cement pointing deep struck joints on wall in 1:2 cement sand | 457.290 | sqm | 374.55 | 171,277.97 |
| 20 | 16 | Filling watering and ramming earth under floors with surplus earth from foundation | 165.777 | CUM | 185.00 | 30,668.75 |
| 21 | 17 | Filling watering and ramming earth under floors with new earth (excavation from outside) lead upto 30 m and lift upto 1.5 m. | 2354.695 | Cum | 336.39 | 792,095.85 |
| 22 | 18 | 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. | 2354.695 | Cum | 302.04 | 711,212.08 |
| 23 | 19 | Supplying and filling sand under floors or plugging in wells | 69.927 | Cum | 1,456.79 | 101,868.95 |
| 24 | 20 | 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) | 303.520 | sqm | 1,868.81 | 567,221.21 |
| 25 | 21 | P/F Glass/Marble strips 5mm thick and 40mm wide for diving flooring into pannels | 588.205 | Mtr | 160.52 | 94,418.67 |
| 26 | 22 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering.Ratio 1:3:6 | 17.280 | cum | 9,903.49 | 171,132.31 |
| 27 | 23 | Polythine sheet 0.2 mm thick laid over (without two coats of hot bitumen using 1.66 kg. per sq.m) over floors & DPC etc. | 607.040 | sqm | 73.45 | 44,587.09 |
| 28 | 24 | 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. | 303.520 | sqm | 1,292.43 | 392,278.35 |
| 29 | 25 | Providing and fixing steel windows glazed openable of standard "Z" section frame as per approved design of Engineer Incharge. | 24.642 | sqm | 11,125.48 | 274,154.08 |
| 30 | 26 | Providing and fixing steel grills to openable steel windows | 24.642 | sqm | 4,905.07 | 120,870.73 |
| 31 | 27 | Providing and fixing wire gauze SWG 144 fixed to steel windows as per approval of the Engineer Incharge. | 24.642 | sqm | 1,766.26 | 43,524.18 |
| 32 | 28 | Mosaic dado or skirting with one part of cement & 2 parts of marble chips laid over 13mm thickcement plaster 1:3 complete with finishing and polishing: | 120.942 | sqm | 1,664.05 | 201,253.54 |
| 33 | 29 | Prepairing surface and painting of doors and windows any type including edges on new surface 3 coat | 297.425 | sqm | 563.40 | 167,569.25 |
| 34 | 30 | Providing and fixing Almirah as per standerd design of wapda. | 49.640 | sqm | 11,656.22 | 578,614.76 |
| 35 | 31 | Distempring 3 coats | 2119.970 | sqm | 135.27 | 286,768.34 |
| 36 | 32 | P/F cast iron rain water down pipe fixed in place excluding heads and shoes but including clamps etc. | 146.400 | Mtr | 3,534.65 | 517,472.76 |
| 37 | 33 | P/F shoes bends or offsets for C.I rain water down pipe including fixing and painting 100mm dia | 10.000 | Each | 1,423.42 | 14,234.20 |
| 38 | 34 | P/F cast iron heads 100mm dia | 10.000 | Each | 1,285.16 | 12,851.60 |
| 39 | 35 | P/F Flush Door Leaf as per CDO Standard Drawing | 69.007 | sqm | 5,699.57 | 393,310.23 |
| 40 | 36 | P/F of bent metal 16SWG frame 250mm wide for door complete in all respect | 35.000 | Nos. | 5,773.02 | 202,055.70 |
| 41 | 37 | Levelling dressing of earth work to designed section complete in ordinary and hard soil | 375.000 | Cum | 26.03 | 9,761.25 |
| 42 | 38 | Weather shield paint three coats on new cement plaster surface. | 457.290 | Sqm | 324.88 | 148,564.38 |
| 43 | 39 | 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. | 26.500 | sqm | 657.02 | 17,411.03 |
| 44 | 40 | Extra cost of S.r cement | 2948.475 | Bags | 78.30 | 230,865.59 |
| 45 | 41 | white glazed earthen ware water closet squatting type domestic indian pattern of best quality | 5.000 | Each | 5,175.63 | 25,878.15 |
| 46 | 42 | 13.5 ltrs capacity low level flusing cistren (Plastic) | 5.000 | Each | 2,854.61 | 14,273.05 |
| 47 | 43 | 32mm dia flushing pipe PVC | 5.000 | Each | 129.47 | 647.35 |
| 48 | 44 | P/F 13mm dia C.P bib taps | 15.000 | Each | 741.85 | 11,127.75 |
| 49 | 45 | P/F 13mmdia PVC connection | 5.000 | Each | 279.99 | 1,399.95 |
| 50 | 46 | P/F 13mm dia C.p stop cock | 20.000 | Each | 692.56 | 13,851.20 |
| 51 | 47 | P/F 13mm x 100mm C.P shower rose | 5.000 | Each | 564.38 | 2,821.90 |
| 52 | 48 | P/F S trap 102mm I/C china ware(Pak made) | 5.000 | Each | 469.59 | 2,347.95 |
| 53 | 49 | White glazed earthen ware wash hand basin domestic of supreme quality: | 5.000 | Each | 2,151.63 | 10,758.15 |
| 54 | 50 | White glazed earthen ware pedestal for wash basin domestic of supreme quality. | 5.000 | Each | 1,921.28 | 9,606.40 |
| 55 | 51 | P/F floor trap 100mmx 50mm I/C 50mm Concrete chamber all round grating with CP grating | 15.000 | Each | 723.99 | 10,859.85 |
| 56 | 52 | P/F C.I soil pipe with cement joint Ratio 1 :2 | 15.250 | Mtr | 2,563.35 | 39,091.09 |
| 57 | 53 | P/F C.I soil Special with cement joint Ratio 1:2 | 10.000 | No | 906.49 | 9,064.90 |
| 58 | 54 | P/F C.I manhole cover with frame | 10.000 | Each | 896.68 | 8,966.80 |
| 59 | 55 | 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 | 45.725 | Mtr | 379.74 | 17,363.61 |
| 60 | 56 | 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 | 5.000 | Each | 988.44 | 4,942.20 |
| 61 | 57 | 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 | 80.000 | /Point | 2,078.70 | 166,296.00 |
| 62 | 58 | 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 | 40.000 | P/Point | 290.83 | 11,633.20 |
| 63 | 59 | 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. | 5.000 | Each | 11,832.38 | 59,161.90 |
| 64 | 60 | Providing and fixing brass bracket 229 mm size fitted with brass lamp holder and 254 mm EI shade. | 10.000 | Each | 428.61 | 4,286.10 |
| 65 | 61 | 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 1422mm | 15.000 | Each | 5,983.43 | 89,751.45 |
| 66 | 62 | P/E butterfly shutter for 305mm sweep exhaust fan complete as required | 5.000 | Each | 246.05 | 1,230.25 |
| 67 | 63 | Wiring mains with 2-1/1.78(7/.029) PVC insulated wire in 19.1 mm PVC Conduit recessed in the wall as required. | 450.000 | Mtr | 299.84 | 134,928.00 |
| 68 | 64 | 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. | 450.000 | Mtr | 36.20 | 16,290.00 |
| 69 | 65 | Providing exhaust fan 305mm 12sweep complete with regulator | 5.000 | Each | 2988.90 | 14944.50 |
| 70 | 66 | Providing and laying thermopore sheet 40mm thick | 302.518 | Sqm | 1,147.65 | 347,184.78 |
| 71 | Â | 05-No Cat-IV Quarters (D-Type) | Â | Â | Â | Â |
| 72 | 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 orinary soil | 311.000 | Cum | 383.22 | 119,181.42 |
| 73 | 2 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. Ratio 1:4:8 | 179.980 | Cum | 8,773.69 | 1,579,088.73 |
| 74 | 3 | Paca brick work (1:6) in foundation and plinth in cement sand mortor | 334.745 | Cum | 10,425.31 | 3,489,820.40 |
| 75 | 4 | Damp proof course with cement, sand & shingle concrete (1:2:4) including 2 coats of asphaltic mixture 40 mm thick. | 149.150 | Sqm | 811.94 | 121,100.85 |
| 76 | 5 | Vertical damp proof course of 19mm thick cement plaster (1:2) with bituman at 1. kg per Sqm | 56.075 | Sqm | 646.88 | 36,273.80 |
| 77 | 6 | Pacca brick work in ground floor(including striking of joints) in cement sand mortar (1:6) | 207.415 | Cum | 11,177.07 | 2,318,291.97 |
| 78 | 7 | Pacca brick work other than buildings (including striking of joints) upto 3 meters height cement sand mortor. Ratio (1:4) | 36.410 | Cum | 11,224.93 | 408,699.70 |
| 79 | 8 | Termite proofing with approved chemicals(pre-construction) | 247.840 | Sqm | 211.21 | 52,346.29 |
| 80 | 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). | 99.130 | Cum | 21,881.29 | 2,169,092.28 |
| 81 | Â | a) 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 | Â | Â | Â | Â |
| 82 | 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 | 8921.700 | Kg | 246.65 | 2,200,537.31 |
| 83 | 11 | 13 mm thick cement plaster (1:4) upto 6.00metres height | 149.150 | Sqm | 340.65 | 50,807.95 |
| 84 | 12 | 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 | 149.150 | Sqm | 657.02 | 97,994.53 |
| 85 | 13 | 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 | 462.675 | Sqm | 1,292.43 | 597,975.05 |
| 86 | 14 | Providing and laying thermopore sheet 40mm thick | 462.675 | Sqm | 1,147.65 | 530,988.96 |
| 87 | 15 | P/L polythin sheet 0.2 mm thick without bitumen coating | 1134.300 | Sqm | 73.45 | 83,314.34 |
| 88 | 16 | Filling watering and ramming earth under floors with new earth excavated from outside lead upto 30 metres and lift upto 1.5 metres | 2371.415 | Cum | 336.39 | 797,720.29 |
| 89 | 17 | Filling watering and ramming earth under floor with surplus earth from foundations load upto 31 metres and lift upto 1.5 metres | 207.435 | Cum | 185.00 | 38,375.48 |
| 90 | 18 | 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 | 2371.415 | cum | 302.04 | 716,262.19 |
| 91 | 19 | Supplying and filling sand under floors or plugging in wells | 50.365 | Cum | 1,456.79 | 73,371.23 |
| 92 | 20 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. Ratio: 1:2:4 | 22.225 | Cum | 11,037.67 | 245,312.22 |
| 93 | 21 | P/F glass strip 5mm thick and 40mm wide for dividing the mosaic flooring into pannels | 1346.400 | Mtr | 160.52 | 216,124.13 |
| 94 | 22 | P/F Flush Door Leaf as per CDO Standard Drawing | 77.215 | Sqm | 5,699.57 | 440,092.30 |
| 95 | 23 | Providing and fixing steel doors without grill work on outer face of the door as per approved design of the Engineer Incharge | 10.640 | Sqm | 13,757.87 | 146,383.74 |
| 96 | 24 | Providing and fixing steel windows glazed openable of standard "Z" section frame as per approved design of Engineer Incharge. | 37.030 | Sqm | 11,125.48 | 411,976.52 |
| 97 | 25 | P/F steel grills to openable steel windows as per drawing No. CDO (W) 301-5d/215 | 37.030 | Sqm | 4,905.07 | 181,634.74 |
| 98 | 26 | Providing and fixing wire gauze SWG 144 fixed to steel windows as per approval of the Engineer Incharge. | 37.030 | Sqm | 1,766.26 | 65,404.61 |
| 99 | 27 | Providing & fixing Almirah as per standard, design of WAPDA Residences | 80.385 | Sqm | 11,656.22 | 936,985.24 |
| 100 | 28 | Deodar wood wrought joinery work in wire gauze doors and windows with 22 SWG galvanized 12x12 to 25x25 sqmm meshes including iron fittings complete. Framing with ordinary hinges 40mm thick. | 32.165 | Sqm | 12,979.41 | 417,482.72 |
| 101 | 29 | Cast iron rain water downpipe fixed in place excluding heads and shoes but i/c clamps etc | 42.680 | Mtr | 3,534.65 | 150,858.86 |
| 102 | 30 | Rain water downpipe cast iron heads fixed in place including cost of clamps held fast and painting 100-mm dia | 10.000 | Each | 1,285.16 | 12,851.60 |
| 103 | 31 | Shoes bends of offset for cast iron rain water downpipe including fixing & painting 100-mm dia | 10.000 | Each | 1,423.42 | 14,234.20 |
| 104 | 32 | 13-mm thick cement plaster (1:4) upto 6 meters height | 1923.990 | Sqm | 340.65 | 655,407.19 |
| 105 | 33 | 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 | 115.260 | Sqm | 1,664.05 | 191,798.40 |
| 106 | 34 | Cement pointing struck joints on wall Ratio(1:2) | 620.150 | Sqm | 374.55 | 232,277.18 |
| 107 | 35 | 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 | 503.620 | Sqm | 1,868.81 | 941,170.09 |
| 108 | 36 | P/F of bent metal 16SWG frame 250mm wide for door complete in all respect | 40.000 | Nos. | 5,773.02 | 230,920.80 |
| 109 | 37 | Preparing surface and painting of door and windows any type i/c the edges three coats with priming coats (ICI) | 366.855 | Sqm | 563.40 | 206,686.11 |
| 110 | 38 | Preparing surface and painting sashes, fans lights, glazed or gauzed doors & windows etc any type (including edges) 3 coats with priming coats (ICI) | 135.880 | Sqm | 349.60 | 47,503.65 |
| 111 | 39 | Providing and fixing 16-mm dia bar hook for fan | 20.000 | Each | 321.44 | 6,428.80 |
| 112 | 40 | Dismtemparing 2-coats over and including cost of one priming coat | 1923.990 | Sqm | 135.27 | 260,258.13 |
| 113 | 41 | Weather shield paint three coats on new cement plaster surface. | 620.150 | Sqm | 324.88 | 201,474.33 |
| 114 | 42 | Cement Concrete Plain including placing, compacting, finishing and curing complete, (including screening and washing of stone aggregate) without shuttering | Â | Â | Â | Â |
| 115 | (A) | Man Hole Ratio (1:2:4) | 5.860 | Cum | 11,037.67 | 64,680.75 |
| 116 | (B) | Plinth Protection Ratio (1:3:6) | 24.000 | Cum | 9,903.49 | 237,683.76 |
| 117 | 43 | P/F white glazed earthenware water closet squatting type indian pattern of supreme quality | 5.000 | Each | 5,175.63 | 25,878.15 |
| 118 | 44 | P/F 13.5 liters capacity low level flushing cistern plastic. | 5.000 | Each | 2,854.61 | 14,273.05 |
| 119 | 45 | P/F 13-mm dia C.P Bib Tap | 25.000 | Each | 741.85 | 18,546.25 |
| 120 | 46 | P/F 13-mm i/d C.P Tee stop cock | 20.000 | Each | 729.32 | 14,586.40 |
| 121 | 47 | P/F 32-mm dia flushing pipePVC | 15.000 | Each | 129.47 | 1,942.05 |
| 122 | 48 | P/F 32-mm i/d flushing bend PVC | 15.000 | Each | 157.91 | 2,368.65 |
| 123 | 49 | P/F 13-mm i/d PVC connection | 20.000 | Each | 279.99 | 5,599.80 |
| 124 | 50 | P/F S-Trap 102-mm i/d China ware (Pak made) | 5.000 | Each | 469.59 | 2,347.95 |
| 125 | 51 | P/F floor trap 100 mm x 50 mm including 50 mm concrete chamber all round with C.P grating | 15.000 | Each | 723.99 | 10,859.85 |
| 126 | 52 | 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 | 5.000 | Each | 3,462.45 | 17,312.25 |
| 127 | 53 | P/F C.I soil pipe with cement joints | 25.000 | Mtr | 2,563.35 | 64,083.75 |
| 128 | 54 | 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 | 75.000 | Mtr | 842.61 | 63,195.75 |
| 129 | 55 | 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 | Â | Â | Â | Â |
| 130 | A | 13 mm dia | 25.000 | Mtr | 379.74 | 9,493.50 |
| 131 | B | 20mmdia | 100.000 | Mtr | 504.79 | 50,479.00 |
| 132 | 56 | 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. | Â | Â | Â | Â |
| 133 | A | 13 mm dia | 5.000 | Each | 784.68 | 3,923.40 |
| 134 | B | 20mmdia | 10.000 | Each | 988.44 | 9,884.40 |
| 135 | 57 | P/F C.I braket for wash hand basin and flushing cistern | 5.000 | Each | 429.77 | 2,148.85 |
| 136 | 58 | P/F 13-mm x 100 mm C.P Shower Rose | 5.000 | Each | 564.38 | 2,821.90 |
| 137 | 59 | P/F C.I manhole cover with frame 300-mm i/d | 15.000 | Each | 896.68 | 13,450.20 |
| 138 | 60 | 13mm dia CP piller cocks | 10.000 | Each | 770.29 | 7,702.90 |
| 139 | 61 | P/F stainless steel sinks size 51 cm x 101-cm | 5.000 | Each | 6,196.63 | 30,983.15 |
| 140 | 62 | P/F 32 mm dia C.P waste coupling | 5.000 | Each | 457.46 | 2,287.30 |
| 141 | 63 | P/F 40-mm diaPVC waste pipe for sink&Urinal | 5.000 | Each | 243.23 | 1,216.15 |
| 142 | 64 | White glazed earthan ware wash hand basin domestic of supreme quality.55/56 cm size | 5.000 | Each | 2,151.63 | 10,758.15 |
| 143 | 65 | White glazed earthan ware pedestal for wash basin domestic of supreme quality | 5.000 | Each | 1,921.28 | 9,606.40 |
| 144 | 66 | Looking glass 560mmx405mm size first quality (with out frame. | 5.000 | Each | 1,103.85 | 5,519.25 |
| 145 | 67 | Chromium plated towel rail/ring (600x20mm) | 5.000 | Each | 3,082.68 | 15,413.40 |
| 146 | 68 | 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 | 105.000 | /Point | 2,078.70 | 218,263.50 |
| 147 | 69 | 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 | 25.000 | /Point | 290.83 | 7,270.75 |
| 148 | 70 | P/F switch type 3-pin 15 emps S.P Plug socket and switch as replacement complete with board already exist | 20.000 | Each | 402.95 | 8,059.00 |
| 149 | 71 | 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 | 5.000 | Each | 11,832.38 | 59,161.90 |
| 150 | 72 | 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 1422mm (PAK, GFC, ROYAL) | 20.000 | Each | 5,983.43 | 119,668.60 |
| 151 | 73 | ACSP Exhaust Fan 305-mm (12") sweep complete with regulator | 5.000 | Each | 2,988.90 | 14,944.50 |
| 152 | 74 | Supply and Errection of butter fly shutter for 305-mm sweep exhast fan complete required | 5.000 | Each | 246.05 | 1,230.25 |
| 153 | 75 | P/ Fixing florecent tube light complete set 40 watt | 75.000 | Nos. | 653.40 | 49,005.00 |
| 154 | 76 | 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 | 407.070 | Mtr | 299.84 | 122,055.87 |
| 155 | 77 | 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 | 250.000 | Mtr | 36.20 | 9,050.00 |
| 156 | 78 | Erection of Exhaust fan of all size | 5.000 | Each | 191.32 | 956.60 |
| 157 | 79 | Providing and fixing /connecting surface type 2 pin 5 Amps S.P Plug Socket, switch complete with S.W. Board as replacement. | 10.000 | Each | 160.29 | 1,602.90 |
| 158 | Â | Construction of Colony Masjid | Â | Â | Â | Â |
| 159 | 1 | 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. | 30.395 | Cum | 383.22 | 11,647.97 |
| 160 | 2 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. | Â | Â | Â | Â |
| 161 | a | Ratio 1:4:8 | 16.358 | Cum | 8,773.69 | 143,520.02 |
| 162 | b | Ratio 1:3:6 | 3.225 | Cum | 9,903.49 | 31,938.76 |
| 163 | c | Ratio 1:2:4 | 0.693 | Cum | 11,037.67 | 7,649.11 |
| 164 | 3 | Pacca brick work in foundation and plinth in. 1:6 Cement sand mortar | 41.078 | Cum | 10,425.31 | 428,250.88 |
| 165 | 4 | Damp proof course with (cement, sand and shingle concrete 1:2:4) including 2 coats of asphaltic mixture. | 23.800 | sqm | 811.94 | 19,324.17 |
| 166 | 5 | Vertical damp proof course of 19 mm thick cement plaster 1:2 with bitumen at 1 kg per Sq m. | 21.816 | Sqm | 646.88 | 14,112.33 |
| 167 | 6 | Supplying and filling sand under floors or plugging in wells | 5.923 | Cum | 1,456.79 | 8,628.57 |
| 168 | 7 | Pacca brick work in ground floor (including striking of joints) ratio 1:6 | 47.572 | Cum | 11,177.07 | 531,715.57 |
| 169 | 8 | Cement plaster (1:4) upto 6.00 metres height: 13 mm thick | 257.136 | Sqm | 340.65 | 87,593.38 |
| 170 | 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). 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 | 11.233 | Cum | 21,881.29 | 245,792.53 |
| 171 | 10 | 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. | 1,123.300 | Kg | 246.65 | 277,061.95 |
| 172 | 11 | 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 | 37.391 | Sqm | 3,279.94 | 122,640.24 |
| 173 | 12 | White marble flooring fine dressed on the surface without winding set in cement mortar 1:2 laid over 19 mm thick cement mortar 1:2 including rubbing & polishing 25mm thick flooring | 30.260 | Sqm | 7,959.53 | 240,855.38 |
| 174 | 13 | 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 | 75.170 | Sqm | 3,469.19 | 260,779.01 |
| 175 | 14 | P/F aluminum natural anodized openable double leaf door hinged without glazing. | 17.405 | Sqm | 10,843.61 | 188,733.03 |
| 176 | 15 | P/F door lock natural anodized | 6.000 | Each | 4,118.67 | 24,712.02 |
| 177 | 16 | P/F aluminum door closer (single action) natural anodized. | 1.000 | Each | 6,492.37 | 6,492.37 |
| 178 | 17 | P/F aluminum natural anodized openable hinged windows without glazing. | 6.297 | Sqm | 8,617.27 | 54,262.95 |
| 179 | 18 | Glazing with plate glass 6mm thick using PVC gasket. | 23.702 | Sqm | 1,985.57 | 47,061.98 |
| 180 | 19 | Providing and fixing steel grills to openable steel windows as per | 6.297 | Sqm | 4,905.07 | 30,887.23 |
| 181 | 20 | P/F wire gauge 144 mesh square in openable tubular window and c-window as per | 6.297 | Sqm | 2,602.76 | 16,389.58 |
| 182 | 21 | Providing and fixing almirah as per standard desing of WAPDA residences. | 6.149 | Sqm | 11,656.22 | 71,674.10 |
| 183 | 22 | 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 1.66 kg. bitumen coating sand blinded. | 40.494 | Sqm | 1,292.43 | 52,335.66 |
| 184 | 23 | 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 | 40.494 | Sqm | 73.45 | 2,974.28 |
| 185 | 24 | Filling watering and ramming earth under floors with new earth (excavation front outside) lead upto 30 m and lift upto 1.5 m. | 95.495 | Cum | 336.39 | 32,123.56 |
| 186 | 25 | 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 | 95.495 | KM | 302.04 | 28,843.31 |
| 187 | 26 | Topping of cement concrete (1:2:4) including surface finishing & dividing into panels: 40 mm thick | 51.294 | Sqm | 630.84 | 32,358.31 |
| 188 | 27 | Cast iron rain water down pipe fixed in place excluding heads & shoes but including clamps etc 100 mm dia cast iron down pipe | 8.000 | meter | 3,534.65 | 28,277.20 |
| 189 | 28 | Rain water down pipe cast iron heads fixed in place including cost of clamps hold fast and painting: 100 mm dia C.I. heads | 2.000 | Each | 1,285.16 | 2,570.32 |
| 190 | 29 | Shoes, bends or offsets for cast iron rain water down pipe including fixing and painting | 2.000 | Each | 1,423.42 | 2,846.84 |
| 191 | 30 | Weather shield paint on painted/old surface, one coat. | 200.044 | Sqm | 111.65 | 22,334.91 |
| 192 | 31 | Distemparing Two coat over and including cost of one priming coat. | 137.475 | Sqm | 135.27 | 18,596.24 |
| 193 | 32 | Providing and fixing 15 mm dia bar hook for fan | 6.000 | Each | 321.44 | 1,928.64 |
| 194 | 33 | White glazed earthen ware water closet squatting type domestic Indian pattern of best quality. | 1.000 | Each | 5,175.63 | 5,175.63 |
| 195 | 34 | 13.5 litres capacity low level flushing cistern best quality: | 1.000 | Each | 2,854.61 | 2,854.61 |
| 196 | 35 | Providing and fixing C.P. bib tap:13 mm dia | 5.000 | Each | 741.85 | 3,709.25 |
| 197 | 36 | Floor trap 100mm x 50mm (including 50 mm concrete chamber all round): With C.I. grating | 3.000 | Each | 703.13 | 2,109.39 |
| 198 | 37 | S. Trap 102 mm i/d China-ware (Pakistan made) | 1.000 | Each | 469.59 | 469.59 |
| 199 | 38 | 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. | 20.000 | meter | 842.61 | 16,852.20 |
| 200 | 39 | Providing, laying, jointing & testing heavy water or steam quality G.I. or W.I. pipes & specials inside buildings & trenches. | Â | Â | Â | Â |
| 201 | a | 13mm dia | 10.000 | meter | 379.74 | 3,797.40 |
| 202 | b | 20 mm dia | 20.000 | meter | 504.79 | 10,095.80 |
| 203 | c | 50mm dia | 7.000 | meter | 1,293.75 | 9,056.25 |
| 204 | 40 | 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: | Â | Â | Â | Â |
| 205 | a | 20mm dia | 1.000 | Each | 988.44 | 988.44 |
| 206 | b | 50mm dia | 1.000 | Each | 3,334.08 | 3,334.08 |
| 207 | 41 | 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 | 22.000 | /Point | 2,078.70 | 45,731.40 |
| 208 | 42 | 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. | 1.000 | Each | 11,832.38 | 11,832.38 |
| 209 | 43 | 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 | 6.000 | Each | 5,983.43 | 35,900.58 |
| 210 | 44 | ACSP Exuart fan 12" Sweep | 1.000 | Each | 2,988.90 | 2,988.90 |
| 211 | 45 | Providing and erection of butterfly shutters for 305 mm sweep exhaust fan complete as required. | 1.000 | Each | 246.05 | 246.05 |
| 212 | 46 | P/F flourecent tube lights complete set | 15.000 | Nos. | 653.40 | 9,801.00 |
| 213 | 47 | Wiring mains with 2-1/1.78(7/.029) PVC insulated wire in 19.1 mm PVC Conduit recessed in the wall as required | 30.000 | meter | 299.84 | 8,995.20 |
| 214 | 48 | Providing and fixing ornamental cement jalli 51.00 mm thick (1:2:4) without steel) | 9.388 | Sqm | 1,394.40 | 13,090.63 |
| 215 | 49 | Fabrication, erection, fixing and installation of car shed of 5 ply fiber glass sheet with steel structure made of 18 gauge square tube 32 x 32 mm side bracing for sheet with MS flat 25 x3 mm and 100 mm dia 16 gauge vertical post complete in all respect. | 18.000 | Sqm | 8,539.66 | 153,713.88 |
| 216 | Â | Construction of Colony Road | Â | Â | Â | Â |
| 217 | 1 | Earth work in all types of soils except rock for embankment lead upto 150m & lift upto 1.50m including ploughing mixing with blade or disc harrow or other suitable equipment compaction by mechanical means complete at optimum moisture content and dressing to designed sections. | 936.000 | Cum | 940.19 | 880,017.84 |
| 218 | 2 | Base course of machine crushed stone aggregate to required thickness & grade as specified. | 45.000 | Cum | 3,975.01 | 178,875.45 |
| 219 | 3 | Sub-Base course of pit run gravel (granular material) including placing, mixing & compaction to required camber and grade. | 36.000 | Cum | 4,647.62 | 167,314.32 |
| 220 | 4 | Plant mixed bituminous carpet including compaction and finishing to required camber, grade & density: | 360.000 | Sqm | 1,586.84 | 571,262.40 |
| 221 | 5 | Road edging complete | 240.000 | Mtr | 137.04 | 32,889.60 |
| 222 | 6 | Tach coat using 0.7 Kg of bitumen per sqm | 360.000 | Sqm | 128.72 | 46,339.20 |
| 223 | Â | 5000-Gallon Overhead Water Tank | Â | Â | Â | Â |
| 224 | 1 | 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 ordinary soil | 26.08 | Cum | 383.22 | 9,993.61 |
| 225 | 2 | 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 | 4.827 | Cum | 8,773.69 | 42,350.60 |
| 226 | B | 1:3:6 ratio (Foundation plinth) | 2.160 | Cum | 9,903.49 | 21,391.54 |
| 227 | 3 | 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) | 22.691 | Cum | 21,881.29 | 496,508.35 |
| 228 | Â | (B) Ration (1:1.5:3) | 9.558 | Cum | 23,244.21 | 222,168.16 |
| 229 | 4 | Add extra labour for RC concrete in 2nd and subswquent stored | 9.558 | Cum | 1,414.64 | 13,521.13 |
| 230 | 5 | 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. | 4192.370 | Kg | 246.65 | 1,034,048.06 |
| 231 | 6 | Providing laying jointing & testing heavy water or steam quality G.I or W-I pipes & specials in side building & trenches | 72.000 | Mtr | 1,980.10 | 142,567.20 |
| 232 | 7 | P/F hard bross or gunmetal peet valves heavy pattren with hand wheel on GI pipelines laid in ground or in side buildings. | 4.000 | Each | 5,968.04 | 23,872.16 |
| 233 | 8 | 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 | 20.000 | Mtr | 9,013.38 | 180,267.60 |
| 234 | 9 | P/F steel doors without grill work on outer face of the door as per approved desing of the Engineer Incharge | 0.303 | Sqm | 13,757.87 | 4,168.63 |
| 235 | 10 | Filling watering and ramming earth under floors with surplus earth from foundation | 26.078 | Cum | 185.00 | 4,824.43 |
| 236 | 11 | Pacca brick work in foundation and plinth in 1:6 cement sand mortar P/6-1 Item No.4-I under plinth protection | 3.138 | Cum | 10,425.31 | 32,714.62 |
| 237 | 12 | Pacca brick work in ground floor in 1:6 cement sand mortar | 5.502 | Cum | 11,177.07 | 61,496.24 |
| 238 | 13 | Damp proof course with (Cement sand and shingle concerte 1.2.4 I/C two coats of asphaltic mixture (a) 40 mm thick | 2.116 | Sqm | 811.94 | 1,718.07 |
| 239 | 14 | 13mm thick cement plaster (1.4) upto 6.00Mtr height | 47.840 | Sqm | 340.65 | 16,296.70 |
| 240 | 15 | Supplying and filling sand under floor | 0.529 | Cum | 1,456.79 | 770.64 |
| 241 | 16 | Providing laying topping of cement concrete(1:2:4) 50mm thick | 5.290 | Sqm | 787.86 | 4,167.78 |
| 242 | 17 | P/L Polythin sheet 0.2 mm thick | 5.290 | Sqm | 433.82 | 2,294.91 |
| 243 | 18 | 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 | 5.290 | Sqm | 1,292.43 | 6,836.95 |
| 244 | 19 | Providing and fixing steel windows glazed openable of standard "Z" section frame as per approved design of Engineer Incharge. | 1.486 | Sqm | 11,125.48 | 16,532.46 |
| 245 | 20 | P/F steel grills to openable steel windows as per drawing | 1.486 | Sqm | 4,905.07 | 7,288.93 |
| 246 | 21 | Providing and fixing wire gauze SWG 144 fixed to steel windows as per approval of the Engineer Incharge. | 1.486 | Sqm | 1,766.26 | 2,624.66 |
| 247 | 22 | Preparing surface and panting of doors and windows any type including adges on new surface 3 coat | 9.661 | Sqm | 563.40 | 5,443.01 |
| 248 | 23 | 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. | 2.000 | /Point | 2,078.70 | 4,157.40 |
| 249 | 24 | Supplying and fixing PVC water stop 190mm vide | 12.560 | Mtr | 481.59 | 6,048.77 |
| 250 | Â | Construction of Septic Tank | Â | Â | Â | Â |
| 251 | 1 | 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 | Â | Â | Â | Â |
| 252 | A | Septic Tank (200 Users) O to 2 m depth | 62.937 | Cum | 309.10 | 19,453.83 |
| 253 | B | 2 to 4.50m depth | 29.970 | Cum | 424.49 | 12,721.97 |
| 254 | 2 | Pacca brick work other than buildings (1:6) cement sand mortar | 26.266 | Cum | 10,850.14 | 284,989.78 |
| 255 | 3 | 13mm thick cement plaster 1:4 | 87.110 | Sqm | 340.65 | 29,674.02 |
| 256 | 4 | 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 | 4.496 | Cum | 8,773.69 | 39,446.51 |
| 257 | 5 | 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) | 13.059 | Cum | 21,881.29 | 285,747.77 |
| 258 | 6 | 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. | 1044.720 | Kg | 246.65 | 257,680.19 |
| 259 | 7 | C.I soil pipes sand cast with cement joints (1:2) 100 mm dia | 4.810 | Mtr | 2,563.35 | 12,329.71 |
| 260 | 8 | C.I soil special with cement joints (1:2) 100 mm dia | 2.000 | Each | 906.49 | 1,812.98 |
| 261 | Â | External Water Supply & Sewarage System | Â | Â | Â | Â |
| 262 | 1 | 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 2.10 Meter depth | 421.645 | Cum | 309.10 | 130,330.47 |
| 263 | 2 | 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 | 169.289 | Cum | 318.37 | 53,896.54 |
| 264 | 3 | Refilling in excavated stuf in tranches in 150.mm thick layer including watering, ramming to full compaction etc complete. | 590.934 | Cum | 325.38 | 192,278.10 |
| 265 | 4 | Providing laying jointing and testing havy water or steam quality G.I or W.I pipes and special in side buildin | 100.000 | Mtr | 504.79 | 50,479.00 |
| 266 | 5 | Providing lowering and laying into trenches jointing and testing PVC class-D pipe line | 300.000 | Mtr | 661.64 | 198,492.00 |
| 267 | 6 | P/fixing fire hydrant complete in all respect. | 2.000 | Each | 3,229.05 | 6,458.10 |
| 268 | 7 | 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: | Â | Â | Â | Â |
| 269 | a | 50mm dia | 3.000 | Each | 3,334.08 | 10,002.24 |
| 270 | b | 20mm dia | 12.000 | Each | 988.44 | 11,861.28 |
| 271 | 8 | Cement concrete plain I/C placing compacting finishing and curring complee (I/C screening & washing or stone aggregate) without shuttering | Â | Â | Â | Â |
| 272 | A | (a) 1:4:8 for M/Hole Foundation | 7.695 | Cum | 8,773.69 | 67,513.54 |
| 273 | B | (b) 1:2:4 Inside manholes | 3.132 | Cum | 11,037.67 | 34,569.98 |
| 274 | 9 | Pacca brick work other than building including striking of joints upto 3.00 meters height in ratio 1:6 | 40.738 | Cum | 10,850.14 | 442,013.00 |
| 275 | 10 | 13mm thick cement plaster in (1:4) cement sand mortor upto 6 meter height. | 177.129 | Sqm | 340.65 | 60,338.99 |
| 276 | 11 | 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 | 5.220 | Cum | 21,881.29 | 114,220.33 |
| 277 | 12 | 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 | 417.600 | KG | 246.65 | 103,001.04 |
| 278 | 13 | 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 | Â | Â | Â | Â |
| 279 | a | 225mm dia | 300.000 | Mtr | 1,349.15 | 404,745.00 |
| 280 | b | 150mm dia | 100.000 | Mtr | 842.61 | 84,261.00 |
| 281 | 14 | Providing and fixing C.I manhole covers with frame | 20.000 | Each | 1,615.37 | 32,307.40 |
| 282 | Â | Construction of Collecting Tank | Â | Â | Â | Â |
| 283 | 1 | 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. | Â | Â | Â | Â |
| 284 | i | 0-2.0m | 21.955 | Cum | 309.10 | 6,786.29 |
| 285 | ii | 2-4.5m | 26.577 | Cum | 424.49 | 11,281.67 |
| 286 | iii | 4.5-6.50 | 21.262 | Cum | 565.66 | 12,027.06 |
| 287 | 2 | 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). | 5.953 | Cum | 21,881.29 | 130,259.32 |
| 288 | 3 | 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). | 476.240 | Kg | 246.65 | 117,464.60 |
| 289 | 4 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. | 1.063 | Cum | 8,773.69 | 9,326.43 |
| 290 | 5 | Bricks work other than building including striking of joints upto 3.0 m height in cement sand mortar | 30.837 | Cum | 11,224.93 | 346,143.17 |
| 291 | 6 | Cement plaster (1:4) upto 1st floor height | 202.775 | Sqm | 340.65 | 69,075.30 |
| 292 | 7 | Providing and fixing steel windows glazed openable of standard "Z" section frame as per approved design of Engineer Incharge. | 1.122 | Sqm | 11,125.48 | 12,482.79 |
| 293 | 8 | 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. | 1.122 | Sqm | 5,850.91 | 6,564.72 |
| 294 | 9 | Providng and fixing steel doors without grill work on outer face of the door as per approved design of the Engineer Incharge | 2.105 | Sqm | 13,757.87 | 28,960.32 |
| 295 | Â | Boring of Tubewell installation of pumping set | Â | Â | Â | Â |
| 296 | 1 | 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 | Â | Â | Â | Â |
| 297 | Â | 0 to 30m depth | 30.00 | Metre | 8,941.35 | 268,240.50 |
| 298 | 2 | 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 | Â | Â | Â | Â |
| 299 | Â | 30m to 60m depth | 30.00 | Metre | 11,147.76 | 334,432.80 |
| 300 | 3 | Providing & Installing fiber glass blind pipe of following diameter into tubewell bore with socket & solution. | Â | Â | Â | Â |
| 301 | Â | 200 mm dia pipe | 40.00 | Metre | 10,428.93 | 417,157.20 |
| 302 | 4 | Providing, laying, jointing & testing heavy water or steam quality G.I. or W.I. pipes & specials inside buildings & trenches with internal diameter: | Â | Â | Â | Â |
| 303 | Â | 75mm dia Pipe | 90.00 | Metre | 1,980.10 | 178,209.00 |
| 304 | 5 | Providing and installing Fiber glass strainer of following diameter with bail plug including sockets & solution etc complete 200mm dia | Â | Â | Â | Â |
| 305 | Â | 200 mm dia strainer | 20.00 | Metre | 12,785.84 | 255,716.80 |
| 306 | 6 | Shrouding & filling around strainer/blind pipe graded bajri (10mm to 3mm) into space between the bore wall and strainer/blind pipe: | Â | Â | Â | Â |
| 307 | Â | 100 mm dia | 60.00 | Metre | 1,052.43 | 63,145.80 |
| 308 | 7 | 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. | Â | Â | Â | Â |
| 309 | Â | Water Supply and Disposal purpose | 2.00 | each | 193,333.97 | 386,667.94 |
| 310 | 8 | 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 | 2.025 | Cum | 383.22 | 776.31 |
| 311 | 9 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. | .675 | Cum | 8,773.69 | 5,922.24 |
| 312 | 10 | Pacca brick work in foundation and plinth in Ratio 1:6 cement sand mortar | 4.278 | Cum | 10,425.31 | 44,599.48 |
| 313 | 11 | Pacca brick work in ground floor (including striking of joints) i) Cement sand mortar Ratio 1:6 | 8.915 | Cum | 11,177.07 | 99,643.58 |
| 314 | 12 | 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. | 1.593 | Cum | 21,881.29 | 34,856.89 |
| 315 | 13 | 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 | 127.44 | Kg | 246.65 | 31,433.08 |
| 316 | 14 | Cement plaster (1:4) upto 6.00 metres height: 13 mm thick | 103.362 | Sqm | 340.65 | 35,210.27 |
| 317 | 15 | Providing and fixing steel doors without grill work on outer face of the door as per approved design of the Engineer Incharge | 1.782 | Sqm | 13,757.87 | 24,516.52 |
| 318 | 16 | 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 | 1.488 | Sqm | 6,762.25 | 10,062.23 |
| 319 | 17 | Providing and fixing window grill with angle iron frame as per approved design of the Engineer incharge. | 1.488 | Sqm | 4,905.07 | 7,298.74 |
| 320 | 18 | Wiring from starter to motor with 6-1/7/1.70 (7/.064) PVC Insulated wires in G.I.Pipe 38.2 mm dia on surface including all accessories. | 50.027 | Metre | 2,145.50 | 107,332.93 |
| 321 | 19 | 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. | 1 | Each | 23,720.99 | 23,720.99 |
| GRAND TOTAL: | Rs 53,270,345.21 |
Construction of 05-No. Cat-IV & 05-No. Cat-V type Residence along-with allied civil works at 132KV G/S Adha Gojra
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] |
Â
Â
Â
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 |
|
 |
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:Construction of 05-No. Cat-IV & 05-No. Cat-V type Residence along-with allied civil works at 132KV G/S Adha Gojra |
|
GCC 2 |
Applicable/Governing Law: The Contract shall be interpreted in accordance with the laws of Islamic Republic of Pakistan |
|
GCC 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. |
|
GCC 4 |
Notices: The addresses for the notices are: Procuring Agency: Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer Contractor/ Bidder:  [Name, address and telephone number]. The Contractor/ Bidder’s Representative(s) [Name, address, telephone number and e-mail address]  |
|
GCC 6.1 |
The Authorized Representatives are:  For the Procuring Agency: Office of PD GSC FESCO (Faisalabad Electric Supply Company (FESCO)), Chief Engineer For the Bidder: Name: ……………………… Designation: …………….. Address: ……………………………..  |
|
GCC 7 |
Effectiveness of the contract The Contractor/Bidder shall be effective within ….. days from the date of signature of the Contract by both parties |
|
GCC 8 |
Commencement of Contract: The Contractor/ Bidder shall provide Non-Consultancy Services from the effective date of contract. |
|
GCC 10.2 |
Expiration of Contract: The time period shall be …………………. |
|
GCC 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. |
|
GCC 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. |
|
GCC 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%Â of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority. |
|
GCC 21 |
Performance Guarantee: The amount of performance guarantee shall be 10.00%Â of the contract price in acceptable form of Pay Order, Banker's Cheque, Call at Deposit, Demand Draft |
|
GCC 27 |
Currency of Payment: All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees. |
|
GCC 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. |
| Â | Â |
|
GCC 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. Inspections & Tests RequirementsFor 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) Delivery & DocumentsCopies 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 |
|
GCC 31 Â |
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 unless they otherwise agree that the Authority shall pay the Bidder any monies due to the Bidder. Arbitrator’s fee: The fee shall be specified in Pak Rupees, as determined by the Arbitrator, which shall be shared equally by both parties. Appointing Authority for Arbitrator: By the Mutual Consent or in accordance with the provisions of Arbitration Act, 1940, in case the parties fail to reach a consensus on the name of sole arbitrator, any party may submit an application to the Chief Justice Islamabad High Court for appointment of sole arbitrator. The Chief Justice IHC may appoint a former judge of any High Court or Supreme Court as the sole arbitrator to resolve the dispute between the parties. Rules of procedure for arbitration proceedings: Any dispute between the Authority and a Bidder who is a national of the Islamic Republic of Pakistan arising in connection with the present Contract shall be referred to adjudication or arbitration in accordance with the laws of the Islamic Republic of Pakistan including Arbitration Act 1940, however above provision shall prevail in referring the case to the Arbitrator. Place of Arbitration and Award: The arbitration shall be conducted in English language and place of arbitration shall be at Islamabad. The award of the arbitrator shall be final and shall be binding on the parties. |
Date: [insert date (as day, month and year)]
Bid No.:P35444
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).
Â
Â
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.
Â
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:
Â
WHEREAS the Procuring Agency invited Bids for provision of goods, viz., Construction of 05-No. Cat-IV & 05-No. Cat-V type Residence along-with allied civil works at 132KV G/S Adha Gojra (P35444) 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”).
Â
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.
Â
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.
Â
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
Â
Witness to the signatures of the Procuring Agency:
………………………………………………
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
Â
Witness to the signatures of the Bidder: …………………………………………………
Â
Â
Â
Contract                          Number:  Contract                              Value:  Contract Title:
Dated:
Â
[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.
Â
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).
Â
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”).
Â
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.
Â
AND WHEREAS we have agreed to give the Bidders guarantee:
Â
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 guarÂantee] as aforesaid, without your needing to prove or to show grounds or reasons for your demand or the sum specified therein.
Â
This guarantee is valid until the: [insert date]
Â
Â
Signature and seal of the Guarantors
Â
Â
_____________________________________________________________________
[name of bank or financial institution]
Â
Â
_____________________________________________________________________
[address]
Â
Â
_____________________________________________________________________
[date}
Construction of 05-No. Cat-IV & 05-No. Cat-V type Residence along-with allied civil works at 132KV G/S Adha Gojra
The bidder must have completed at least two contracts of same nature along-with its completion successfully as main contractor within last Ten years awarded by WAPDA / NTDC / DISCOs. The consolidated value of these contracts should at least be equal to 40% of the value of contract for which the bid is submitted.
List of current commitments.
Work commitments since prequalification.
Current litigation information.
Historical contract non-performance
ongoing disputes.
Detail ongoing contracts and their current execution status, to assess workload, performance, and capacity to undertake additional commitments.
Bidder shall demonstrate cash or cash equivalents equal to 10% of contract value and current commitments. In this regard bidder shall provide the bank statements of last one year.
Evidence of access to financial resources along with average annual construction turnover shall not be less than half of BOQ for last three years.