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.32 for Construction of 06-No. Cat-IV & 06-No. Cat-V Residential Flats along-with allied civil works at 132KV Grid Station Sabzi Mandi Sargodha. 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: P144756 |
| 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: Friday, October 23, 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: Monday, October 26, 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 : Monday Date: October 26, 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 06-No. Cat-IV & 06-No. Cat-V Residential Flats along-with allied civil works at 132KV Grid Station Sabzi Mandi Sargodha. | 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 | 3060225 PKR |
No
Jobs Without Lots :
Job: Construction of 06-No. Cat-IV & 06-No. Cat-V Residential Flats along-with allied civil works at 132KV Grid Station Sabzi Mandi Sargodha.
Specifications / Requirements:
| Sr. No | Ref. No. | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|---|
| 1 | 1 | 06-No Cat-IV Flat | ||||
| 2 | 2 | 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 (2-5/22-b) | Cum | 514.424 | 366.12 | 188340.91488 |
| 3 | 3 | Supplying and filling sand under floor material compacting in six layers upto 85% relativly density complete in all respect as per drawing(NS attached) WSRP 6-4/24 | Cum | 85.384 | 1653.64 | 141194.39776 |
| 4 | 4 | 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 | ||||
| 5 | 5 | Ratio:1:4:8 | Cum | 35.966 | 6938.78 | 249560.16148 |
| 6 | 6 | Ratio (1:3:6) | Cum | 6.392 | 8048.5 | 51446.012 |
| 7 | 7 | Ratio 1:2:4 | Cum | 2.221 | 9246.47 | 20536.40987 |
| 8 | 8 | RCC work using course sand I/C all albour and material except the cost of steel reinforcement and its labour for beiding & biding which will be paid seperately. This rate also includes all kinds of forms moulds lifting shuttering curing rendering and finshing the exposed surface )i/c screeeing and washing of shingle 1.2.4 ratio CSR 5-1/3 | cum | 44.523 | 20873.63 | 929356.62849 |
| 9 | 9 | Pacca brick work in foundation and plinth in 1:6 CSR 6-1/1 | cum | 120.89 | 11279.73 | 1363606.5597 |
| 10 | 10 | Filling watering and ramming earth under floors with surplus earth from foundation CSR 2-5/25 | Cum | 342.949 | 176.72 | 60605.94728 |
| 11 | 11 | Filling watering and ramming earth under floors with new earth excavated from outside load upto 31 metres and lift upto 1.5 metres CSR 2-5/26 | Cum | 779.796 | 321.44 | 250657.62624 |
| 12 | 12 | Carriage of 3.00 cum/Matric ton of all material like stone aggregate spawl,coal, lime surkhi,etc Lead upto 5-Km earth Qty as per itom No. 01 CSR 1-1/1 | Cum | 779.796 | 302.32 | 235747.92672 |
| 13 | 13 | Damp proof course with (Cement sand and shingle concerte 1.2.4 I/C two coats of asphaltic mixture (a) 40 mm thick CSR 6-4/25a | Sqm | 84.069 | 789.85 | 66401.89965 |
| 14 | 14 | vertical damp proof cource of 19mm thick cement pluster1:2 with bitumen at 0ne kg per sqm CSR 6-4/26 | Sqm | 42.227 | 667.71 | 28195.39017 |
| 15 | 15 | Pacca brick work in ground floor Including striking of joints Ratio 1:6 CSR 6-1/2 | Cum | 86.55 | 12007.9 | 1039283.745 |
| 16 | 16 | Ground Floor | ||||
| 17 | 17 | Pacca brick work in first floor Including extra labour with striking of joints in (1:6)Cement sand mortor CSR 6-1/2+3 | Cum | 86.55 | 12482.65 | 1080373.3575 |
| 18 | 18 | Pacca brick work in second floor Including extra labour with striking of joints in (1:6)Cement sand mortor CSR 6-1/2+3 | Cum | 86.55 | 13096.01 | 1133459.6655 |
| 19 | 19 | Pacca brick work in 3rd floor Including extra labour with striking of joints in (1:6)Cement sand mortor CSR 6-1/2+3 | Cum | 39.497 | 13707.62 | 541409.86714 |
| 20 | 20 | Pacca brick work in ground floor 1:4 CSR 6-1/2 | Cum | 5.58 | 12367.65 | 69011.487 |
| 21 | 21 | Pacca brick work in first floor including extra labour 1:4 CSR 6-1/2+3 | Cum | 5.58 | 12842.4 | 71660.592 |
| 22 | 22 | Pacca brick work in 2nd floor including extra labour 1:4 CSR 6-1/2+3 | Cum | 5.58 | 13455.76 | 75083.1408 |
| 23 | 23 | Pacca brick work in other than buildings Ratio 1:6 CSR 6-1/4 | Cum | 1.657 | 11697.92 | 19383.45344 |
| 24 | 24 | Providing and fixing of bentmetal 16SWG frame for doors CSR 20-5/44 | Nos. | 40 | 5771.54 | 230861.6 |
| 25 | 25 | Providing and fixing of bentmetal 16SWG frame for doors CSR 20-5/43 | Nos. | 18 | 8615.45 | 155078.1 |
| 26 | 26 | providing and fixing steel door with out grill work on outer face of the door as per approved design of the engineer incharge 20-3/30 | Sqm | 1.95 | 10210.64 | 19910.748 |
| 27 | 27 | Providing and fixing flush doors as per central design office standard design 11-7/42 | Sqm | 115.083 | 5644.57 | 649594.04931 |
| 28 | 28 | Providing and fixing steel windows glazed openable of standard "Z" section frame as per approved design of Engineer Incharge. CSR 20-3/33 | Sqm | 85.3 | 11699 | 997924.7 |
| 29 | 29 | Providing and fixing steel grills to openable steel windows as per drawing No CDO(W)301- CSR 20-4/39 | Sqm | 85.3 | 4004.58 | 341590.674 |
| 30 | 30 | Providing and fixing wire gauze 144 mesh square in openable tabular window and C-window as per drawing No CDA(W)301- CSR 20-4/40 | Sqm | 85.3 | 1889.6 | 161182.88 |
| 31 | 31 | RCC work using course sand I/c all labour and material wxcept the cost of steel reinforcement and its labour for bending & binding which will be paid seperately. This rate also includes all kinds of forms moulds lifiting shuttering curing rendering and finishing the exposed surface ( i/c screening and washing of shingle 1.2.4 ratio 1:2:4CSR 5-1/3 | Cum | 119.287 | 20873.63 | 2489952.70181 |
| 32 | 32 | 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. CSR 11-3/11b | Sqm | 62.074 | 12887.73 | 799992.95202 |
| 33 | 33 | Add extra labour for RC concrete in 2nd and subrequewrt storeys CSR 5-2/3-d | Cum | 3.822 | 1351.76 | 5166.42672 |
| 34 | 34 | Supplying and fabrication of intermediate grade deformed rainforcement for RCC in beams,culmn,and pipecaps including cutting ,bending laying in position i/e cost of binding wire and removal of rust etc 40000 psi (276Mpa ) yield CSR 5-3/6 | Kg | 14742.9 | 243.27 | 3586505.283 |
| 35 | 35 | Topping of cement concrete 1:2:4 including surface finishing and dividing in pannels 40 mm thick CSR 9-2/9b | Sqm | 63.545 | 591.25 | 37570.98125 |
| 36 | 36 | Mosaic flooring consisting mosaic topping of one part of cement to two parts of marbel chips laid over 25mm thick flooring of 1:2:4 cement concrete including rubbing & polishing complete 13 mm thick mosaic topping with gray cement. CSR 9-3/14 | Sqm | 1050.267 | 1786.1 | 1875881.8887 |
| 37 | 37 | Mosaic dado or skirting with one parts of cement & 2 parts of marbel chips laid over 13 mm thick cement plaster (1:3) complete with finishing & polishing. CSR .9-5/27 | sqm | 406.341 | 1624.54 | 660117.20814 |
| 38 | 38 | Glass strip for dividing the floor into pannel (B) 40mm wide glass strip CSR 9-6/31b | Mtr | 374.716 | 157.95 | 59186.3922 |
| 39 | 39 | Providing and fixing Almira as per standard design of wapda CSR (11-4/22) | Sqm | 137.542 | 11694.07 | 1608425.77594 |
| 40 | 40 | 13mm x 13mm Ms square bar pipe railing dia of pipe 38mm x 5mm CSR 20-8/78 | Mtr | 54.421 | 7844.98 | 426931.65658 |
| 41 | 41 | Providing and fixing angle iron steps (40 x 40 x 6mm) 1.5m long. CSR 20-7/65 | each | 152 | 2236.05 | 339879.6 |
| 42 | 42 | Hard wood railing of any shape & design including bends & corners fixed in position including polishing complete. CSR 11-5/29 | Mtr | 54.421 | 2235.98 | 121684.26758 |
| 43 | 43 | Add different of cost for the sulphate resistance cement CSR 22-4/160 - 22-16/649 | Bag | 675.397 | 54 | 36471.438 |
| 44 | 44 | Cement plaster 1:4 upto 6metre hight 13mm thick CSR 10-1/5 | Sqm | 2037.856 | 334.67 | 682009.26752 |
| 45 | 45 | Cement points strucking joints on walls 1:2 ratio CSR 10-1/9 | Sqm | 317.986 | 367.5 | 116859.855 |
| 46 | 46 | Providing, preparing surface & applying 3 coats of approved type of plastic emulsion paint to plastered surface as per manufacturer's specifications. CSR 12-4/6 | Sqm | 317.986 | 566.54 | 180151.78844 |
| 47 | 47 | Brick tiles 225 x 113 x 38mm laid over 100mm earth and 25mm mud plaster grouted with cement sand 1:3 on top of RCC roof slab provided with 1.75 kg of hot bitumen coating sand blinded. CSR 8-1/2 | Sqm | 353.899 | 1131.34 | 400380.09466 |
| 48 | 48 | Polithine sheet .2mm thick laid over two coats of bitumen hot per Sqm over floors and DPC CSR 8-5/26 | Sqm | 707.798 | 486.47 | 344322.49306 |
| 49 | 49 | Providing and laying thermopore sheet 40 mm thick CSR 20-23/183 | Sqm | 353.899 | 1224.37 | 433303.31863 |
| 50 | 50 | painting new surface ,prepairing surface and painting of door any type i/c edges CSR 12-03/5c | Sqm | 664.635 | 616.51 | 409754.12385 |
| 51 | 51 | Destempering two coats over and including cast of one priming coat CSR 10-2/16 | Sqm | 2304.003 | 140.65 | 324058.02195 |
| 52 | 52 | Cast iron rain pipe fixed in place excluding heads and shoes but including clump etc CSR 8-3/11 | ||||
| 53 | 53 | (A) 100mm i/d pipe for RWDP | Mtr | 48 | 3561.44 | 170949.12 |
| 54 | 54 | (B) 75mm i/d pipe for vent pipe /wast pipe | Mtr | 30 | 2986.86 | 89605.8 |
| 55 | 55 | Rain waterdown pipe iron cast heads fixed in place including cast of clump hold fast and painting 100 mm dia 8-3/12 | each | 6 | 1283.37 | 7700.22 |
| 56 | 56 | Rain waterdown pipe iron cast heads fixed in place including cast of clump hold fast and painting 75 mm dia 8-3/12 | each | 6 | 1152.55 | 6915.3 |
| 57 | 57 | Shoes, bends or offsets for cast iron rain water down pipe including fixing and painting. CSR -8-3/13 | each | 6 | 1428.97 | 8573.82 |
| 58 | 58 | P/F 16mm bar hook for fans CSR 20-7/64 | each | 24 | 319.14 | 7659.36 |
| 59 | 59 | Providing ,laying ,jointing,and testing heavy water or steem quality G I or w I pipe and special inside building and trenchs(p-13-12/36a,c) | ||||
| 60 | 60 | 13mm i/d | M | 100 | 361.26 | 36126 |
| 61 | 61 | 20mm i/d | M | 150 | 501.44 | 75216 |
| 62 | 62 | 40mm i/d | M | 75 | 1058.73 | 79404.75 |
| 63 | 63 | Providing and fixing hard brass or gun metal peat values heavy pattern with hand wheel on GI odr W.I pipe lines laid in the ground are inside building 13-15/46 | ||||
| 64 | 64 | 20 mm i/d | each | 12 | 973.65 | 11683.8 |
| 65 | 65 | 40 mm i/d | each | 2 | 1843.2 | 3686.4 |
| 66 | 66 | White glased earthenware water closet aquatting type orrisa pattern domestic of best qality .13-18/62 | each | 6 | 5164.51 | 30987.06 |
| 67 | 67 | 13.5 litres capacity low level flushing cistorn best quality plastic (p-13-19/70 | each | 6 | 2843.49 | 17060.94 |
| 68 | 68 | White glased earthenware wash hand basin domestic of supreme quality.55/56cm 13-18/64b | each | 6 | 2140.51 | 12843.06 |
| 69 | 69 | Whiteglased earthenware pedestal for wash baisn domestic of supreme quality 13-19/65 | each | 6 | 1900.68 | 11404.08 |
| 70 | 70 | Looking glass 560 mm x405mm size1st quality with out frame pak made 13-20/77 | each | 6 | 1101.62 | 6609.72 |
| 71 | 71 | Chromium plate towel rail /ring rail 610 mm x20mm 13-20/78 | each | 6 | 3080.45 | 18482.7 |
| 72 | 72 | Floor trap 100mmx50mmm (i/c50mm concrete chamber all round ) with cp grating 13-23/108 | each | 18 | 717.49 | 12914.82 |
| 73 | 73 | 100mm i/d gully trap of cement including 300mm x305mm masonery chamber and C-I grating 150x150mm (p-13-23/110) | each | 6 | 4303.86 | 25823.16 |
| 74 | 74 | 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 with internal diameter:.225mm CSR 13-8/23 | M | 60 | 1548.03 | 92881.8 |
| 75 | 75 | Stainless steel sink 30cmx100cm CSR 13-19/67a | each | 6 | 6141.9 | 36851.4 |
| 76 | 76 | CP pillar cocks 13mm dia Swan neck CSR 13-20/80a | each | 12 | 764.6 | 9175.2 |
| 77 | 77 | S.Trap 102mm i/d china ware (pak made) CSR 13-23/107 | each | 6 | 464.03 | 2784.18 |
| 78 | 78 | C.I Soil pipes (san cost ) with cement joints 100mm i/d CSR 13-24/114b | M | 90 | 2770.16 | 249314.4 |
| 79 | 79 | CI soil special with cement 100mm id CSR 13-23/113b | each | 36 | 1043.26 | 37557.36 |
| 80 | 80 | C.P Bib Tap 13mm dia CSR 13-20/82 | Each | 12 | 738.06 | 8856.72 |
| 81 | 81 | Providing and fixing sui gas double burner. CSR 20-19/142 | Each | 6 | 2125.88 | 12755.28 |
| 82 | 82 | Wiring light or fan points with 1/1.13 (3.029)PVC insulated wire in 20 mm 1.50 mm thick Pvc Conduite recessed in the wall or colmn complete with switch plastic(P-21-4/26) | P/point | 150 | 2080.63 | 312094.5 |
| 83 | 83 | Providing and fixing / connecting surface type 2-pin 5 amps SP plug socket switch complete with SW board as replacement 21-24/13 | P/point | 36 | 160.44 | 5775.84 |
| 84 | 84 | Wiring 2 pin plug control point on board with 1.13 (3/0.029)pvc insulated wire in 20 mm (3/4"Pvc conduit recessed in wall as required CSR 21-4/28 | P/point | 36 | 291.1 | 10479.6 |
| 85 | 85 | 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 21-15/95 | M | 180 | 165.03 | 29705.4 |
| 86 | 86 | Wiring main with 2-1/7/0.085(7/0.036)Pvc insulated wire in 25 mm (1"pvc conduit recessed in the wall as required CSR 21-15/96 | M | 72 | 230.81 | 16618.32 |
| 87 | 87 | Supplying and erection of ceiling fan best quality pak made including wiring of down rod with 1/1.13mm(3/.029)pvc wire fixing and regulator blade complete 56"sweep (p-21-30/11c) | each | 24 | 5988.99 | 143735.76 |
| 88 | 88 | Providing and fixing exhaust fan ACSP 16"Sweep complete with shutter CSR 23-10/53d | each | 6 | 2991.6 | 17949.6 |
| 89 | 89 | P/F fluorescent tubhe light complete with 4" long tube rod choke started and patti (ECCO/EKKo) CSR 23-14/120a | each | 90 | 654.3 | 58887 |
| 90 | 90 | P/F of distribution board single phase 30 Amps 250 volts 6 with one i/c circuit breaker 6-15 Amp DP and four No out going bracker 6-15 Amps complete with N:link in wall recessed. CSR 21-32/14 | each | 6 | 11843.37 | 71060.22 |
| 91 | 91 | Providing and erection butterfly shutter for 305 mm sweep exhaust fan 21-30-16 | Each | 6 | 246.29 | 1477.74 |
| 92 | 92 | Providing and fixing BC bakelite button lamp holder with 200mm wite glass and galler etc. 21-28/05 | Each | 12 | 429 | 5148 |
| 93 | 93 | Providing and fixing surface type 3 pin 15 amp plug socket and switch on complete with board 21-25/23 | Each | 18 | 403.33 | 7259.94 |
| 94 | 94 | 06-No Cat-V Flat | ||||
| 95 | 95 | 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 (2-5/22-b) | Cum | 329.274 | 366.12 | 120553.79688 |
| 96 | 96 | Supplying and filling cource sand under floor compacting in 6" layers upto 85% relativly density complete in all respect as per drawing(NIS attached) 6-4/24 | Cum | 89.319 | 1653.64 | 147701.47116 |
| 97 | 97 | 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 | 36.689 | 6938.78 | 254576.89942 |
| 98 | 98 | Pacca brick work in foundation and plinth in P/6-1/1 (1:6) | Cum | 85.015 | 11279.73 | 958946.24595 |
| 99 | 99 | Damp proof course with (Cement sand and shingle concerte 1.2.4 I/C two coats of asphaltic mixture (a) 40 mm thick WSRP-6-4/25-A | Sqm | 59.094 | 789.85 | 46675.3959 |
| 100 | 100 | vertical damp proof cource of 20mm thick cement pluster1:2 with bitumen at 0ne kg per sqm(p-6-4/26 | Sqm | 22.369 | 667.71 | 14936.00499 |
| 101 | 101 | Filling watering and ramming earth under floors with surplus earth from foundation (p 2-5/25 | Cum | 219.516 | 176.72 | 38792.86752 |
| 102 | 102 | Filling watering and ramming earth under floors with new earth excavated from outside load upto 30 metres and lift upto 1.5 metres (2-5/26) | Cum | 556.324 | 321.44 | 178824.78656 |
| 103 | 103 | 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 Lead Up to 5-K.M.1-1/1 | Cum | 556.324 | 302.31 | 168182.30844 |
| 104 | 104 | Pacca brick work in ground floor Including striking of joints in 1:6 (6-1/2) | Cum | 116.38 | 12007.9 | 1397479.402 |
| 105 | 105 | Pacca brick work in First Floor CSR 6-1/2+3 | Cum | 65.403 | 12482.65 | 816402.75795 |
| 106 | 106 | Pacca brick work in 2nd floor 1:6 CSR 6-1/2+3 | Cum | 65.403 | 13096.01 | 856518.34203 |
| 107 | 107 | Pacca brick work in 3rd floor 1:6 CSR 6-1/2+3 | Cum | 7.284 | 13707.8 | 99847.6152 |
| 108 | 108 | Pacca brick work in ground floor 1:4 CSR 6-1/2 | Cum | 5.479 | 12367.65 | 67762.35435 |
| 109 | 109 | Pacca brick work in1st floor 1:4 CSR 6-1/2+3 | Cum | 5.479 | 12842.4 | 70363.5096 |
| 110 | 110 | Brick Work in 2nd Floor ratio 1:4 CSR 6-1/2+3 | Cum | 5.479 | 13455.76 | 73724.10904 |
| 111 | 111 | Re-inforced cement concrete work using course sand including all labour and material except the cost of steel re-inforcement and its labe our for bending and binding which will be paid seprately.This rate also includs all kinds of forms, moulds, lifting, Ratio 1:2:4 CSR 5-1/3 | Cum | 137.18 | 20873.63 | 2863444.5634 |
| 112 | 112 | Add extra labour for 2nd and subsequent stairs 5-2/3d | Cum | 58.992 | 1351.76 | 79743.02592 |
| 113 | 113 | Cement plaster upto 6 M hight 13mm thick CSR 10-1/5b | Sqm | 75.238 | 334.67 | 25179.90146 |
| 114 | 114 | Supplying and febrication of steel reinforcement for cement concrete including cutting bending laying in posdition making joints and fastining including coat of wiring including removal of frame bars deformed steel reinforcement (p/14-4 iitem 22-b) CSR 5-3/16 | Kg | 12346.2 | 243.27 | 3003460.074 |
| 115 | 115 | Cement plaster upto 6 M hight 13mm thick(p/10-1 itom No 10-b) (1:4) CSR10-1/5b | Sqm | 1739.393 | 334.67 | 582122.65531 |
| 116 | 116 | Cement pointing struck joints on wall 1:2 CSR 10-1/9a | Sqm | 609.086 | 367.5 | 223839.105 |
| 117 | 117 | Supplying and filling sand under floors or plugging in wells CSR 6-4/24 | Cum | 17.455 | 1653.64 | 28864.2862 |
| 118 | 118 | Mosaic flooring consisting mosaic topping of one part of cement to two parts of marbel chips laid over 25mm thick flooring of 1:2:4 cement concrete including rubbing & polishing complete 13 mm thick mosaic topping with gray cement. CSR 98 P.9-3/14 b). | Sqm | 493.326 | 1786.1 | 881129.5686 |
| 119 | 119 | Glass strip for dividing the flooring in to pannels CSR 9-6/31b | Mtr | 1075.451 | 157.95 | 169867.48545 |
| 120 | 120 | Mosaic dado or skirting with one parts of cement & 2 parts of marbel chips laid over 13 mm thick cement plaster (1:3) complete with finishing & polishing. CSR 9-5/27b). | Sqm | 106.402 | 1624.54 | 172854.30508 |
| 121 | 121 | Single layer of burnt clay tiles 225x113x 38mm laid over 100mm earth and 25 mm mud plaster without Bhoosa grouted with cement & sand 1:3 on Top of RCC roof slabs provided with 1.75 Kgs bitumen coating sand blinded. (CSR P.8-1/2) | Sqm | 151.454 | 1131.34 | 171345.96836 |
| 122 | 122 | Single layer of building paper 2ply bitumen paper for floors etc laid over two coats of bitumen hot using 1.66 kg per Sqm (p/8-4/24) | Sqm | 177.282 | 806.21 | 142926.52122 |
| 123 | 123 | Poly thene sheet 0.2 mmthick laid over two coats of bitumen using 1.66 kg bitumen hot per sqm over floor and DPC. CSR 8-5/26 | ||||
| 124 | 124 | Double Qty of item No. 27 | Sqm | 302.908 | 486.47 | 147355.65476 |
| 125 | 125 | Double Qty of item No. 27 | Sqm | 302.908 | 72.26 | 21888.13208 |
| 126 | 126 | Providing and laying thermopore sheet 38 mm thick CSR 20/23/183b | Sqm | 302.908 | 1224.37 | 370871.46796 |
| 127 | 127 | Cast iron rain pipe fixed in place excluding heads and shoes but including clump etc CSR 8-3/11 | M | 44 | 3561.44 | 156703.36 |
| 128 | 128 | (B) 75mm dia i/d pipe for vent pipe wast pipe | M | 180 | 2986.86 | 537634.8 |
| 129 | 129 | Rain waterdown pipe iron cast heads fixed in place including cast of clump hold fast and painting 100 mm dia CSR 8-3/12b | each | 8 | 1283.37 | 10266.96 |
| 130 | 130 | 75mm dia | each | 8 | 1152.55 | 9220.4 |
| 131 | 131 | Shoes bends kor offsets for iron cast rain water down pipe including fixing and painting (P-8-3/13 | each | 16 | 1428.97 | 22863.52 |
| 132 | 132 | P/F bent metal 16--SWG frame for doors CSR 20-5/43+44 | ||||
| 133 | 133 | 250mm wide | No | 40 | 5771.54 | 230861.6 |
| 134 | 134 | 345mm wide | No | 24 | 8615.45 | 206770.8 |
| 135 | 135 | Providing and fixing steel windows (openable) of standard tabular frame 40 x 40 mm and shutters 40 x 25 mm as per approved design of Engineer in chief. CSR 20-04/37 | Sqm | 49.2833 | 6613.86 | 325952.846538 |
| 136 | 136 | Providing and fixing steel grills to openable steel windows as per drawing No CDO(W)301-5b/215 20-4/49 | Sqm | 49.331 | 4004.58 | 197549.93598 |
| 137 | 137 | Providing and fixing wire gauze 144 mesh square in openable tabular window and C-window as per drawing No CDA(W)301-513/215 CSR 20-4/40 | Sqm | 49.331 | 1889.6 | 93215.8576 |
| 138 | 138 | P/F flushdoors as per central design office standard drawing CSR 11-7/42 | Sqm | 91.137 | 5644.57 | 514429.17609 |
| 139 | 139 | Providing and fixing Almira as per standard design of wapda CSR (11-4/22) | Sqm | 80.268 | 11694.07 | 938659.61076 |
| 140 | 140 | Providing and fixing 16 mm dia bar hook fkor fan CSR 20-7/64 | each | 24 | 319.14 | 7659.36 |
| 141 | 141 | Painting new surface ,prepareing surface andpainting sashes fans lights glazed ,gauzed and windows etc any type including edges ,3 coats (p-12-3/5b) | sqm | 147.993 | 374.55 | 55430.77815 |
| 142 | 142 | Preparing surface and painting of painting of door and windows any type including edges 3 coats(P-12-2/5c) | Sqm | 590.736 | 616.51 | 364194.65136 |
| 143 | 143 | Distampering two coats including cost of premuim coat 10-2/16b | Sqm | 1739.393 | 140.65 | 244645.62545 |
| 144 | 144 | 13mmx13mm MS Square bar ,pipe railing , dia of pipe 38 mm welded with M S flate 38mm x5mm 20-8/78 | M | 58.48 | 7844.98 | 458774.4304 |
| 145 | 145 | Preparing surface and applying 3 coats of waether shield emulsion paint (ICI) 10-03/24 | Sqm | 609.086 | 322.81 | 196619.05166 |
| 146 | 146 | Providing and fixing steel doors with out grill work on outer face 20-3/30 | Sqm | 2.276 | 10210.64 | 23239.41664 |
| 147 | 147 | Providing ,laying ,jointing,and testing heavy water or steam quality G I or w I pipe and special inside building and trenchs(p-13-12/36a,c) | ||||
| 148 | 148 | 13mm dia | M | 54.878 | 361.26 | 19825.22628 |
| 149 | 149 | 20mm dia | M | 109.756 | 501.44 | 55036.04864 |
| 150 | 150 | P/F hard brass or gun matel peet valves heavy pattern with hand wheel on G.I pipe lines in the ground and inside building P 13-15/46 | ||||
| 151 | 151 | (B) 20mm i/d | Each | 6 | 973.65 | 5841.9 |
| 152 | 152 | White glazed earthen ware water closet Squating type domestic Indian pattern of best quality 13-18/62 | Each | 6 | 5164.51 | 30987.06 |
| 153 | 153 | 13.5 litres capacity low level flushing cistorn best quality plastic 13-19/70b | Each | 6 | 2843.49 | 17060.94 |
| 154 | 154 | Stain less steel sink 50cmx100cm CSR 13-19/67a | Each | 6 | 6141.9 | 36851.4 |
| 155 | 155 | C.P piller cock 13 mm dia (p13-20/80a) | Each | 12 | 764.6 | 9175.2 |
| 156 | 156 | C.P Tee stop cock 13 mm dia (p13-21/94) | Each | 18 | 956.84 | 17223.12 |
| 157 | 157 | 13mmx100mmC.P. shower rose (13-22/95) | Each | 6 | 562.48 | 3374.88 |
| 158 | 158 | C.P bib tap 13mm dia (P-13-20/82) | Each | 18 | 738.06 | 13285.08 |
| 159 | 159 | PVC flushing pipe 32 mm dia (P-13-21/86) | Each | 6 | 127.57 | 765.42 |
| 160 | 160 | PVC flushing bend 32 mm dia (P-13-21/87) | Each | 6 | 156.01 | 936.06 |
| 161 | 161 | Wast pipe for sink 40mm dia PVC (P-13-21/89a) | Each | 6 | 243.23 | 1459.38 |
| 162 | 162 | C.P wast coupling 40mm dia sink(p-13-20/84b | Each | 6 | 772.19 | 4633.14 |
| 163 | 163 | Connection 13 mm dia PVC (P-13-*21/92a) | Each | 12 | 278.09 | 3337.08 |
| 164 | 164 | S.Trap 102 mm I/d chania ware pakistan made CSR 13-23/107 | Each | 6 | 464.03 | 2784.18 |
| 165 | 165 | Floor trap 100mm x50mm including 50 mm concrete chamber all round CP grating (P13-23/108b) | Each | 24 | 717.49 | 17219.76 |
| 166 | 166 | 100mm i/d gully trap of cement including 300mm x305mm masonery chamber and C-I grating 150x150mm (p-13-23/110) | Each | 6 | 4303.86 | 25823.16 |
| 167 | 167 | C.I soil pipe with lead joint ,100 mm i/d (P-13-24/114b) | M | 73.171 | 2770.16 | 202695.37736 |
| 168 | 168 | C.I. soil specials with lead/wood chaulked joints for 100 mm diameter: CSR 13-23/113b | Each | 18 | 1043.26 | 18778.68 |
| 169 | 169 | C.I main hole cover with frame 300mm i/d (P-13-24/116a) | Each | 6 | 888.44 | 5330.64 |
| 170 | 170 | 450mm dia | Each | 6 | 1601.44 | 9608.64 |
| 171 | 171 | White glazed earthen ware wash hand basin 55/56CM P 13-18/64-b | Each | 6 | 2140.51 | 12843.06 |
| 172 | 172 | White glazed earthen ware padestal for wash basin P 13-19/65 | Each | 6 | 1900.68 | 11404.08 |
| 173 | 173 | P/F Sui Gas double burner P 20-19/142 | Each | 6 | 2125.88 | 12755.28 |
| 174 | 174 | P/F Looking glass pak made CSR 13-20/77 a | Each | 6 | 1101.62 | 6609.72 |
| 175 | 175 | Wiring light or fan points with 1/1.13 (3.029)PVC insulated wire in 19.1 mm 1.50 mm thick Pvc Conduite recessed in the wall or colmn complete with switch plastic plate ceiling rose /.batten holder (P-21-4/26) | P/point | 90 | 2080.63 | 187256.7 |
| 176 | 176 | Providing and fixing / connecting surface type 2-pin 5 Amps S.P Plug - Socket, switch complete with SW Board as replacement. 21-24/13 | Each | 36 | 160.44 | 5775.84 |
| 177 | 177 | Wiring two pin plug control point on board with 1.13 (3.029)pvc insulated wire in 19.1mm dia 1.5mm thick pvc conducted recessed in the wall etc complete with switch ,socket. (21-02/09) | P/point | 24 | 291.1 | 6986.4 |
| 178 | 178 | Wiring main with 2-1/1-78(7/.029)pvc insulated wire in 19.1mm pvc conduite recessed in the wall as required p-21-15/95 | M | 180 | 165.03 | 29705.4 |
| 179 | 179 | Wiring call well with 1/1-13(3/029)pvc insulated wire with 19.1mm PVC condute fitted on surface complete with bush and three meter flaxiwal wire (p-21-4/25) | P/point | 6 | 2328 | 13968 |
| 180 | 180 | providing and fixing BC bakelite button lamp holder with 200mm wite glass globe and galleryetc (P_21-28/05) | each | 12 | 429 | 5148 |
| 181 | 181 | Supplying and erection of ceiling fan best quality pak made including wiring of down rod with 1/1.13mm(3/.029)pvc wire fixing and regulator blade complete 56"sweep (p-21-30/11c) | each | 18 | 5988.99 | 107801.82 |
| 182 | 182 | ACSP Exhaust fan 305mm 12" sweep complete with regulator (P_23-10/53 d) | each | 6 | 2991.6 | 17949.6 |
| 183 | 183 | Providing and errection butterfurfly shutter for 305mm sweep exhaust fan complete as requied 21-30/16 | each | 6 | 246.29 | 1477.74 |
| 184 | 184 | Providing and fixing of distribution board single phase 30/60Amps250volt 4-way per phase with one No circuitr breaker 30/60 AMP D.P and 4 Nos out going circuket braker 6.30 Amps fix in M S box of suitable size recessed in the wall(P-21-32/14) | each | 6 | 11843.37 | 71060.22 |
| 185 | 185 | Flovrecent tube light complete with tube rod choke and putty ECCO 23-14/120 | no | 60 | 654.3 | 39258 |
| 186 | 186 | Wiring main with 2-1/7/.085(7/.036)pvc insulated wire in 25mm pvc conduite recessed in the wall as required P-21-15/96 | Mtr | 60 | 230.81 | 13848.6 |
| 187 | 187 | Providing and fixing surface type 3 piin amp plug socket 21-25/23 | each | 18 | 406.33 | 7313.94 |
| 188 | 188 | Construction of Masjid | ||||
| 189 | 189 | 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 | 366.12 | 11128.2174 |
| 190 | 190 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. CSR 5-1/2 | ||||
| 191 | 191 | (a) Ratio 1:4:8 | Cum | 16.358 | 6938.78 | 113504.56324 |
| 192 | 192 | (B) Ratio 1:3:6 | Cum | 3.225 | 8048.5 | 25956.4125 |
| 193 | 193 | (C) Ratio 1:2:4 | Cum | 0.693 | 9246.47 | 6407.80371 |
| 194 | 194 | Pacca brick work in foundation and plinth in. 1:6 Cement sand mortar C.S.R 6-1/1 | Cum | 39.72 | 11279.73 | 448030.8756 |
| 195 | 195 | 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 |
| 196 | 196 | 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 | 14566.76136 |
| 197 | 197 | Supplying and filling sand under floors or plugging in wells CSR 6-4/24 | Cum | 5.923 | 1653.64 | 9794.50972 |
| 198 | 198 | Pacca brick work in ground floor (including striking of joints) ratio 1:6 CSR 6-1/2 | Cum | 47.572 | 12007.9 | 571239.8188 |
| 199 | 199 | Cement plaster (1:4) upto 6.00 metres height: 13 mm thick CSR 10-1/5 b | Sqm | 257.136 | 334.67 | 86055.70512 |
| 200 | 200 | 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 | 234473.48579 |
| 201 | 201 | 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 | 245938.6719 |
| 202 | 202 | 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 9-3/16b | Sqm | 37.391 | 3341.95 | 124958.85245 |
| 203 | 203 | 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 | 2624.472 |
| 204 | 204 | 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 | 265088.5084 |
| 205 | 205 | P/F aluminum natural anodized openable double leaf door hinged without glazing. CSR 20-5/49 | Sqm | 17.405 | 10730.24 | 186759.8272 |
| 206 | 206 | P/F door lock natural anodized CSR 20-5/52 | Each | 6 | 4079.11 | 24474.66 |
| 207 | 207 | P/F aluminum door closer (single action) natural anodized.C.S.R 20-5/53 | Each | 1 | 6436.12 | 6436.12 |
| 208 | 208 | P/F aluminum natural anodized openable hinged windows without glazing. CSR 20-5/46 | Sqm | 6.297 | 8546.9 | 53819.8293 |
| 209 | 209 | Glazing with plate glass 6mm thick using PVC gasket.CSR 11-7/41 | Sqm | 23.702 | 2029.06 | 48092.78012 |
| 210 | 210 | 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 | 25216.84026 |
| 211 | 211 | 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 | 11898.8112 |
| 212 | 212 | Providing and fixing almirah as per standard desing of WAPDA residences. 11-4/22 | Sqm | 6.149 | 11694.07 | 71906.83643 |
| 213 | 213 | 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 | 45812.48196 |
| 214 | 214 | 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 | 2926.09644 |
| 215 | 215 | 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 | 129.695 | 321.44 | 41689.1608 |
| 216 | 216 | 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 | 129.695 | 302.31 | 39208.09545 |
| 217 | 217 | 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 | 30327.5775 |
| 218 | 218 | 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 |
| 219 | 219 | 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 | Each | 2 | 1283.37 | 2566.74 |
| 220 | 220 | Shoes, bends or offsets for cast iron rain water down pipe including fixing and painting CSR 8-3/13 | Each | 2 | 1428.97 | 2857.94 |
| 221 | 221 | White Washing 3 Coats CSR 10-2/18 c | Sqm | 200.044 | 64.58 | 12918.84152 |
| 222 | 222 | Distemparing Two coat over and including cost of one priming coat.CSR 10-2/16 b | Sqm | 137.475 | 140.65 | 19335.85875 |
| 223 | 223 | Providing and fixing 15 mm dia bar hook for fan CSR 20-7/64 | Each | 6 | 319.14 | 1914.84 |
| 224 | 224 | White glazed earthen ware water closet squatting type domestic Indian pattern of best quality. CSR 13-18/62 | Each | 1 | 5164.51 | 5164.51 |
| 225 | 225 | 13.5 litres capacity low level flushing cistern best quality: Plastic CSR 13-19/70 b | Each | 1 | 2843.49 | 2843.49 |
| 226 | 226 | Providing and fixing C.P. bib tap:13 mm dia CSR 13-20/82 a | Each | 5 | 738.06 | 3690.3 |
| 227 | 227 | Floor trap 100mm x 50mm (including 50 mm concrete chamber all round): With C.P. grating CSR 13-23/108b | Each | 3 | 717.54 | 2152.62 |
| 228 | 228 | S. Trap 102 mm i/d China-ware (Pakistan made) CSR 13-23/107 | Each | 1 | 464.03 | 464.03 |
| 229 | 229 | 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 |
| 230 | 230 | Providing, laying, jointing & testing heavy water or steam quality G.I. or W.I. pipes & specials inside buildings & trenches. CSR 13-12/36 | ||||
| 231 | 231 | 13mm dia | meter | 10 | 361.26 | 3612.6 |
| 232 | 232 | 20 mm dia | meter | 20 | 501.44 | 10028.8 |
| 233 | 233 | 50mm dia | meter | 7 | 1287.33 | 9011.31 |
| 234 | 234 | 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 | ||||
| 235 | 235 | 20mm dia | Each | 1 | 973.65 | 973.65 |
| 236 | 236 | 50mm dia | Each | 1 | 3285.44 | 3285.44 |
| 237 | 237 | 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 | P/Point | 22 | 2080.63 | 45773.86 |
| 238 | 238 | 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 | 1 | 11843.37 | 11843.37 |
| 239 | 239 | 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 |
| 240 | 240 | ACSP Exuart fan 12" Sweep CSR 23-10/53 d | No. | 1 | 2991.6 | 2991.6 |
| 241 | 241 | Providing and erection of butterfly shutters for 305 mm sweep exhaust fan complete as required. CSR 21-30/16 | Each | 1 | 246.29 | 246.29 |
| 242 | 242 | P/F flourecent tube lights complete set CSR 23-14/120 a | Nos. | 15 | 654.3 | 9814.5 |
| 243 | 243 | 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 |
| 244 | 244 | Providing and fixing ornamental cement jalli 51.00 mm thick (1:2:4) without steel) CSR 5-4/13 | Sqm | 9.388 | 1343.79 | 12615.50052 |
| 245 | 245 | Septic Tank | ||||
| 246 | 246 | 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 | ||||
| 247 | 247 | Septic Tank (200 Users) O to 2 m depth | Cum | 62.937 | 295.36 | 18589.07232 |
| 248 | 248 | 2-11 to 4.60m depth | Cum | 29.97 | 405.63 | 12156.7311 |
| 249 | 249 | Pacca brick work other than buildings (1:4) cement sand mortar CSR.6-1/4 | Cum | 26.266 | 12057.67 | 316706.76022 |
| 250 | 250 | 13mm thick cement plaster 1:4 CSR.10-1/5 | Sqm | 87.11 | 334.67 | 29153.1037 |
| 251 | 251 | 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 | 31196.75488 |
| 252 | 252 | 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 | 272588.73417 |
| 253 | 253 | 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 | 1305.9 | 243.27 | 317686.293 |
| 254 | 254 | C.I soil pipes sand cast with cement joints (1:2) 100 mm dia CSR.13-24/114b | Mtr | 4.81 | 2770.16 | 13324.4696 |
| 255 | 255 | C.I soil special with cement joints (1:2) 100 mm dia CSR. 13-24/115b | Each | 2 | 895.93 | 1791.86 |
| 256 | 256 | Colony Road | ||||
| 257 | 257 | Earthwork in ordinary soil for embankment lead up to 50 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 | 1253.79 | 142.48 | 178639.9992 |
| 258 | 258 | Base course of machine crushed stone aggregate to required thickness & grade as specified.CSR.14-2/11 | Cum | 105.375 | 3652.47 | 384879.02625 |
| 259 | 259 | Sub-Base course of pit run gravel (granular material) including placing, mixing & compaction to required camber and grade. CSR. 14-2/9 | Cum | 80.788 | 4591.28 | 370920.32864 |
| 260 | 260 | Plant mixed bituminous carpet including compaction and finishing to required camber, grade & density:CSR;14-3/16 b | Sqm | 642.5 | 2072.84 | 1331799.7 |
| 261 | 261 | Road edging complete CSR.14-3/18 | Mtr | 310 | 152.87 | 47389.7 |
| 262 | 262 | Tack coat using 0.7 Kg of bitumen per Sqm CSR. 14-3/15 | Sqm | 642.5 | 153.37 | 98540.225 |
| 263 | 263 | 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 | 1253.79 | 302.31 | 379033.2549 |
| 264 | 264 | 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 | 1253.79 | 321.44 | 403018.2576 |
| 265 | 265 | Water Supply Sewarage system | ||||
| 266 | 266 | 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 | 598.32 | 295.36 | 176719.7952 |
| 267 | 267 | 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 | 94.555 | 304.22 | 28765.5221 |
| 268 | 268 | Refilling in excavated stuf in tranches in 150.mm thick layer including watering, ramming to full compaction etc complete. CSR.2-3/13 | Cum | 692.875 | 310.91 | 215421.76625 |
| 269 | 269 | 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 |
| 270 | 270 | Providing lowering and laying into trenches jointing and testing PVC class-D pipe line CSR.13-7/21 | Mtr | 250 | 658.6 | 164650 |
| 271 | 271 | P/fixing fire hydrant complete in all respect.(P-13-12/34) | Each | 1 | 2614.58 | 2614.58 |
| 272 | 272 | 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 | ||||
| 273 | 273 | 50mm dia | Each | 2 | 3285.44 | 6570.88 |
| 274 | 274 | 20mm dia | Each | 10 | 973.65 | 9736.5 |
| 275 | 275 | Cement concrete plain I/C placing compacting finishing and curring complee (I/C screening & washing or stone aggregate) without shuttering CSR.-5-1/2 | ||||
| 276 | 276 | (a) 1:4:8 for M/Hole Foundation | Cum | 8.367 | 6938.78 | 58056.77226 |
| 277 | 277 | (b) 1:2:4 Inside manholes | Cum | 4.462 | 9246.47 | 41257.74914 |
| 278 | 278 | Pacca brick work other than building including striking of joints upto 3.00 meters height in ratio 1:6 CSR.6-1/4 | Cum | 37.122 | 11697.92 | 434250.18624 |
| 279 | 279 | 13mm thick cement plaster in (1:4) cement sand mortor upto 6 meter height. CSR.10-1/5-b | Sqm | 430.4 | 334.67 | 144041.968 |
| 280 | 280 | 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 | 5.713 | 20873.63 | 119251.04819 |
| 281 | 281 | 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. | kg | 457.04 | 243.27 | 111184.1208 |
| 282 | 282 | 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 | ||||
| 283 | 283 | 225mm dia | Mtr | 280 | 1548.03 | 433448.4 |
| 284 | 284 | 150mm dia | Mtr | 120 | 1198.4 | 143808 |
| 285 | 285 | Providing and fixing C.I manhole covers with frame CSR.13-24/116 | ||||
| 286 | 286 | 450mm inner dia | Each | 20 | 1601.44 | 32028.8 |
| 287 | 287 | Collecting Tank | ||||
| 288 | 288 | 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 | ||||
| 289 | 289 | 0-2.0m | Cum | 21.955 | 295.36 | 6484.6288 |
| 290 | 290 | 2-4.5m | Cum | 26.58 | 405.63 | 10781.6454 |
| 291 | 291 | 4.5-6.50 | Cum | 21.264 | 540.51 | 11493.40464 |
| 292 | 292 | 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 | 5.008 | 20873.63 | 104535.13904 |
| 293 | 293 | 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 | 450.72 | 243.27 | 109646.6544 |
| 294 | 294 | 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 |
| 295 | 295 | 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 | 30.837 | 12375.47 | 381622.36839 |
| 296 | 296 | Cement plaster (1:4) upto 1st floor height CSR 10-1/5a 13mm | Sqm | 203.14 | 334.67 | 67984.8638 |
| 297 | 297 | 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 | 1.122 | 6613.86 | 7420.75092 |
| 298 | 298 | 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 | 5548.1217 |
| 299 | 299 | 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 | 21493.3972 |
| 300 | 300 | 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 | Each | 2 | 191753.37 | 383506.74 |
| 301 | 301 | 5000-Gallon | ||||
| 302 | 302 | 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-b) | Cum | 31.886 | 366.12 | 11674.10232 |
| 303 | 303 | 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 | 4.827 | 6938.78 | 33493.49106 |
| 304 | 304 | 1:3:6 ratio (Foundation plinth) | Cum | 2.16 | 8048.5 | 17384.76 |
| 305 | 305 | 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 | 17.999 | 20873.63 | 375704.46637 |
| 306 | 306 | (B) Ration 1:1.5:3 | Cum | 5.226 | 22204.94 | 116043.01644 |
| 307 | 307 | Add extra labour for RC concrete in 2nd and subswquent stored P 5-2,/3 d | Cum | 13.685 | 1351.76 | 18498.8356 |
| 308 | 308 | 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 | 3019.38 | 243.27 | 734524.5726 |
| 309 | 309 | 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) | ||||
| 310 | 310 | 100mm dia | Mtr | 45 | 2726.62 | 122697.9 |
| 311 | 311 | 75mm dia | Mtr | 34 | 1970.84 | 67008.56 |
| 312 | 312 | 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 | ||||
| 313 | 313 | 100mm dia | Each | 2 | 8084.72 | 16169.44 |
| 314 | 314 | 75mm dia | Each | 2 | 5888.01 | 11776.02 |
| 315 | 315 | 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 |
| 316 | 316 | 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 | 18195.36048 |
| 317 | 317 | Filling watering and ramming earth under floors with surplus earth from foundation 2-5/25 | Cum | 31.886 | 176.72 | 5634.89392 |
| 318 | 318 | 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 | 7.531 | 11279.73 | 84947.64663 |
| 319 | 319 | Pacca brick work in ground floor in 1:6 cement sand mortar P/6-1/2 | Cum | 5.502 | 12007.9 | 66067.4658 |
| 320 | 320 | 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 | 2.116 | 789.85 | 1671.3226 |
| 321 | 321 | 13mm thick cement plaster (1.4) upto 6.00Mtr height P 10-1/5 b | Sqm | 47.84 | 334.67 | 16010.6128 |
| 322 | 322 | Supplying and filling sand under floors or plugging in wells CSR 6-4/24 | Cum | 0.529 | 1653.64 | 874.77556 |
| 323 | 323 | Providing laying topping of cement concrete(1:2:4) 50mm thick 9-2/9 | Sqm | 5.29 | 734.75 | 3886.8275 |
| 324 | 324 | 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 | 5984.7886 |
| 325 | 325 | 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 | 1.486 | 6613.86 | 9828.19596 |
| 326 | 326 | P/F steel grills to openable steel windows as per drawing No. CDO (W) 301-5d/215 (20-4/39) | Sqm | 1.486 | 4004.58 | 5950.80588 |
| 327 | 327 | 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 | 1.486 | 1889.6 | 2807.9456 |
| 328 | 328 | 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 | Point | 4 | 2080.63 | 8322.52 |
| 329 | 329 | Supplying and fixing PVC water stop 190mm vide CSR-5-2/5 | Mtr | 12.56 | 476.86 | 5989.3616 |
| 330 | 330 | Boring of Tubewell | ||||
| 331 | 331 | 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 | Metre | 30 | 8615.94 | 258478.2 |
| 332 | 332 | 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 | Metre | 30 | 10736.65 | 322099.5 |
| 333 | 333 | Providing & Installing fibre glass blind pipe of following diameter into tubewell bore with socket & solution. CSR-13-5/15 | Metre | 45 | 10360.31 | 466213.95 |
| 334 | 334 | 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 | Metre | 75 | 1970.83 | 147812.25 |
| 335 | 335 | Providing and installing Fiber glass strainer of following diameter with bail plug including sockets & solution etc complete 200mm dia CSR.13-4/11 b | Metre | 15 | 12701.62 | 190524.3 |
| 336 | 336 | 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 | Metre | 60 | 998.08 | 59884.8 |
| 337 | 337 | 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 | each | 1 | 191753.37 | 191753.37 |
| 338 | 338 | 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 mCSR 2-5/22 | Cum | 2.043 | 366.12 | 747.98316 |
| 339 | 339 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) without shuttering. CSR 5-1/2 | Cum | .681 | 6938.77 | 4725.30237 |
| 340 | 340 | Pacca brick work in foundation and plinth in Ratio 1:6 cement sand mortar CSR 6-1/1 | Cum | 8.326 | 11279.73 | 93915.03198 |
| 341 | 341 | Pacca brick work in ground floor (including striking of joints) i) Cement sand mortar Ratio 1:6 CSR 6-1/2 | Cum | 8.915 | 12007.89 | 107050.33935 |
| 342 | 342 | 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 | Cum | 1.593 | 20873.62 | 33251.67666 |
| 343 | 343 | 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 | Kg | 127.44 | 243.27 | 31002.3288 |
| 344 | 344 | Cement plaster (1:4) upto 6.00 metres height: 13 mm thick CSR 10-1/5b | Sqm | 103.36 | 334.67 | 34591.4912 |
| 345 | 345 | 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 | 1.782 | 10210.63 | 18195.34266 |
| 346 | 346 | 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 | 1.488 | 6613.85 | 9841.4088 |
| 347 | 347 | Providing and fixing window grill with angle iron frame as per approved design of the Engineer incharge. CSR-20-4/39 | Sqm | 1.488 | 4004.57 | 5958.80016 |
| 348 | 348 | PVC Insulated and PVC Sheathed Four core copper conductor 250/440 volts size 7/1.04 mm (7/.044)CSR 23-2/5 C | Metre | 50 | 411.30 | 20565 |
| 349 | 349 | 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 |
| 350 | RATE Rs._________%ABOVE/BELOW | |||||
| GRAND TOTAL: | Rs 61,204,494.14 |
Construction of 06-No. Cat-IV & 06-No. Cat-V Residential Flats along-with allied civil works at 132KV Grid Station Sabzi Mandi Sargodha.
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.32 for Construction of 06-No. Cat-IV & 06-No. Cat-V Residential Flats along-with allied civil works at 132KV Grid Station Sabzi Mandi Sargodha.
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.:P144756
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.32 for Construction of 06-No. Cat-IV & 06-No. Cat-V Residential Flats along-with allied civil works at 132KV Grid Station Sabzi Mandi Sargodha. (P144756) 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}