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).
Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)), Manager
6th Floor, Ext Block, Bahria Complex-VI, Gizri., Saddar Sub-Division, Karachi South (District), Karachi (Division), Sindh (Province).
+92-300-302-3139
hiranand.dodani@pidcl.com.pk
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: Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)) The subject of procurement is: ERRACTONAING COMMISSIONING OF COMPLETE NEW INSTALLATION OF ELECTRICAL / MECHANICAL & CIVIL WORK AT SABA CINEMA PUMPING STATION IN NEW KARACHI TOWN NA248 DISTRICT CENTRAL-II Contract Package: PIDCL/Sindh/Khi/PSDP/05/429 Expected commencement date: Thursday, October 15, 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: P62123 |
| 3. | 3.1 | JV/Consortium or Association Allowed: No Number of JV/Consortium Members: Nil |
B. Bidding Documents |
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4. |
6.2 & 6.4 |
The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Wednesday, July 22, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)) 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: 90 Days |
| 14. |
17.1 |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Call at Deposit, Bank Guarantee |
| 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; 6th Floor, Ext Block, Bahria Complex-VI, Gizri., Saddar Sub-Division, Karachi South (District), Karachi (Division), Sindh (Province). Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Thursday, July 30, 2026 10:30 AM |
E. Opening and Evaluation of Bids |
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18. |
24.1 |
The Bids opening shall take place on EPADS v2.0. Day : Thursday Date: July 30, 2026 Time : 11:30 AM |
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19. |
30.2 |
Selection technique adopted will be: Least Cost Based Selection (LCBS) |
F. Award of Contract |
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20. |
41.1 & 41.2 |
The Performance guarantee shall: 10.00%. The Performance Guarantee shall be acceptable in the form of: Bank Guarantee |
| 21. | 45.1 |
Arbitrator shall be appointed by mutual consent of the both parties. |
G. Review of Procurement Decisions |
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22. |
37 |
Grievance against this procurement shall be submitted online on EPADS v2.0. |
| Bidder's Type | Required Registration |
|---|---|
| Any | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| Valid registration with PEC in category C-4 or above with appropriate code. | Yes |
| Electrical Licenses (for the electric works) | Yes |
| Valid/Active registration with income tax department (NTN Certificates) | Yes |
| Valid /Active Registration with SRB. | Yes |
| Income Tax return of last 03 years. | Yes |
| Joint venture will not be allowed | No |
| Fresh affidavits (E stamp paper) with effect that all documents/particulars/ information provided are true and correct, firm is not involved in any kind of litigation with any departmental rift, abandoned or necessary delay incompletion of any work, the firm/contractor have not been black listed previously by any executing agency. In case of bogus/tempered or false information/ certificates produce by the company/firm shall be liable to be black listed at any stage on separate E-Stamps paper. | Yes |
| The bid submission must be accompanied by a scanned copy of the tender fee, amounting to Rs. 5,000/- and scanned copy of Bid Security. Furthermore, the original sealed Tender Fee, Bid Security (Pay Order / CDR / Bank Guarantees) and E-Stamp Paper are to be delivered in separate envelopes to the Office of The General Manager (Engineering), Pakistan Infrastructure Development Company Limited (PIDCL), Bahria Complex IV, 6th Floor, Ext. Block Gizri, Karachi, before bid submission time. | Yes |
Least Cost Based Selection (LCBS)
Lot Title : ERRACTONAING COMMISSIONING OF COMPLETE NEW INSTALLATION OF ELECTRICAL / MECHANICAL & CIVIL WORK AT SABA CINEMA PUMPING STATION IN NEW KARACHI TOWN NA248 DISTRICT CENTRAL-II Contract Package: PIDCL/Sindh/Khi/PSDP/05/429
Bid Security : 5646000 PKR
| Job | Delivery Schedule | Quantity |
|---|---|---|
| Supplying of KSB Deep well turbine pump |
Address: NEW KARACHI TOWN, District central-II, Karachi
Schedule: 180 days
Quantity: 3/job
|
3/job |
| Erection and commissioning of DWT vertical turbine pumps (120HP) |
Address: NEW KARACHI TOWN, District central-II, Karachi
Schedule: 180 days
Quantity: 3/job
|
3/job |
No
Lot Title: ERRACTONAING COMMISSIONING OF COMPLETE NEW INSTALLATION OF ELECTRICAL / MECHANICAL & CIVIL WORK AT SABA CINEMA PUMPING STATION IN NEW KARACHI TOWN NA248 DISTRICT CENTRAL-II Contract Package: PIDCL/Sindh/Khi/PSDP/05/429
Specifications / Requirements:
| Sr. No | Description | Quantity | Rate | Unit | Amount |
|---|---|---|---|---|---|
| 1 | Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 9975 | 1358.75 | % Cft | 135536 |
| 2 | (b) same item but 5 to 8 Feet. | 5712 | 1596.25 | % Cft | 91178 |
| 3 | (c) same item but 8 to 11 Feet. | 5445 | 1833.75 | % Cft | 99848 |
| 4 | (d) same item but 11 to 14 Feet. | 5184 | 2071.25 | % Cft | 107374 |
| 5 | (e) same item but 14 to 17 Feet. | 4929 | 2308.75 | % Cft | 113799 |
| 6 | (f) same item but 17 to 20 Feet. | 1643 | 2546.25 | % Cft | 41835 |
| 7 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using graded stone ballast 2 inches (51 mm) and down gauge in foundation including levelling, compacting and curing etc. complete. | 547 | 21744.25 | % Cft | 118942 |
| 8 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq. inch at 28 days with a mix not leaner than 1:2:4 in foundation or bottom slab of rectangular underground tank including form works and its removal, levelling, compacting and curing etc. complete but excluding the cost of reinforcement.. | 1248 | 31431.41 | % Cft | 392264 |
| 9 | Providing and laying reinforced cement concrete using, crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq. inch at 28 days with a mix not leaner than 1:2:4 in walls of rectangular underground water tank or septic tank including form works and its removal, compacting and curing etc. complete, but excluding the cost of reinforcement.. | 3240 | 54533.03 | % Cft | 1766871 |
| 10 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor. | 504 | 47322.89 | % Cft | 238508 |
| 11 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq. inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in top slab of rectangular underground water tank or septic tank its removal, compacting and curing ate. complete but excluding the cost of reinforcement . | 1104 | 46752.23 | % Cft | 516145 |
| 12 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | 326 | 14349.01 | P.Cwt | 4677778 |
| 13 | Bailing or pumping out sub-soil water during excavation, concreting, cast in situ concrete or masonry work in foundation etc. (only three operations to be allowed, trench volume under water to be measured first time for excavation, second time for concreting, and third time for cast in situ concrete or masonry work in foundaton etc,. | 1600 | 632.5 | %Cft | 10120 |
| 14 | 3/4" (19 mm) thick cement plaster 1:6 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete | 4812 | 4815.28 | %Sft | 231712 |
| 15 | Providing, and laying floors of 1-1/2 inches (38 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inches (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, curing etc. complete.. | 2028 | 5294.08 | %Sft | 107364 |
| 16 | Providing and mixing water proofing agent puddlo in cement mortar of any description in any floor. | 730 | 179.31 | P.Kg | 130896.3 |
| 17 | Providing and laying gola 3" x 3" (76 mm x 76 mm) concrete 1:2:4 using graded screened bajri at junction of roof slab and walls and finished with cement plaster 1:4 including curing etc. complete. | 44 | 3202.36 | %Rft | 1409.0384 |
| 18 | Providing & fixing C.I Cover & Frame 24" dia (610 mm) weight 2 cwt 2 Qtr (127.00 Kg.) | 2 | 36631.25 | Each | 73262.5 |
| 19 | Providing and fixing 3 inches (80mm) dia C.I. waste and vent pipe including cutting fitting and extra painting to match the colour of the building and cartage within 10 miles (16.09 Km) (for Spun pipe).. | 40 | 695.74 | P.Rft | 27829.6 |
| 20 | Providing and fixing un platisized polyvinyl chloride pipe (u.P.V.C) "E" class with specials) and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (16.09 km) (working pressure 12 kg/cm2): 1 inch (25mm) dia. | 500 | 103.42 | P.Rft | 51710 |
| 21 | Providing and fixing cast iron foot valve with flanged ends complete with a strainer suitable for fixing to 1 inch (25 mm) dia. suction pipe including 1/8 inches (3.2 mm) thick rubber washer… | 2 | 1118.75 | Each | 2237.5 |
| 22 | Excavation for raft foundations, underground tanks, septic tanks (rectangular or square) in gravelly soil and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 3755 | 1566.56 | % Cft | 58825 |
| 23 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using graded stone ballast 2 inches (51 mm) and down gauge in foundation including levelling, compacting and curing etc. complete. | 45 | 21744.25 | % Cft | 9785 |
| 24 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in column footing of required shape including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 429 | 38098.72 | % Cft | 163444 |
| 25 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2) at 28 days with a mix not leaner than 1:2:4 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth . | 41 | 41920.62 | % Cft | 17188 |
| 26 | Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using 50% crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work, etc. complete, foundation and basement up to 5 feet (1.52 R.m) depth and plinth up to 4 feet (1.2 R.m) height from ground level. | 82 | 34612.58 | % Cft | 28383 |
| 27 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs.. per sq inch (20.69 N/mm2) at 28 days with a mix not leaner than 1:2:4 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, tn foundation basement and plinth | 92 | 40365.27 | % Cft | 37137 |
| 28 | Supplying earth from approved outside sources within a radius of 5 miles (8 km) including digging, loading and unloading and filling in foundation trenches, plinth or under floor, etc. including breaking clods, dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a ;lead of one chain (30.5 R.m) and lift of 5 feet (1.52 m). | 216 | 3254.05 | % Cft | 7029 |
| 29 | Providing and laying 1:4:8 cement concrete bed under floors using graded stone ballast 2 inches (51 mm) and down gauge with levelling and ramming, watering and curing etc. complete.. | 108 | 22036.75 | % Cft | 23800 |
| 30 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in the ground floor | 210 | 52698.67 | % Cft | 110668 |
| 31 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor. | 350 | 47322.89 | % Cft | 165631 |
| 32 | Providing and faying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | 38 | 45586.77 | % Cft | 17323 |
| 33 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary cantilevered slab horizontal sun-shade or chajja tapered or straight average 5 inches (127 mm) to 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 18 | 50456.43 | % Cft | 9083 |
| 34 | Providing and laying 1:9 cement concrete solid block masonry 4 to 6 inches (102 mm to 152 mm) thick using graded screened bajri 3/4 inch (19 mm) and down gauge set in lime cement mortar 1:6 including scaffolding, raking out joints and curing etc. complete in ground floor superstructure. | 2028 | 29709.76 | % Cft | 602514 |
| 35 | Providing and laying 1:9 cement concrete solid block masonry 4 inch to 6 inch (102 mm to 152) thick using screened graded bajri 3/4 inch (19 mm) and down gauge set in lime cement mortar 1:6 foundation, basement and plinth including scaffolding, raking out joints and curing etc. complete; foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level. (in Steps & Stairs) | 1024 | 31527.4 | % Cft | 322841 |
| 36 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | 1500 | 282.45 | P.Kg | 423675 |
| 37 | Providing and fixing M.S. moulded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge | 35 | 469.8 | P.Rft | 16443 |
| 38 | 1/4" (6.4 mm) thick cement plaster 1:4 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc., in basement, mezzanine and ground floor including making edges, corners and curing etc., complete . | 256 | 3852.59 | %Sft | 9863 |
| 39 | 1/2" (13 mm) thick cement plaster 1:6 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, comers, and curing etc., complete. | 1688 | 4034.92 | %Sft | 68110 |
| 40 | Providing and laying light colour, glazed/non skid vitrified porcelean tiles (Polished) not exceeding 1600 Sqcm each, (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge. | 214 | 36016.99 | %Sft | 77077 |
| 41 | Providing and fixing 1/4 inches or 6.4 mm (approx.) thick approved Pakistani make white / coloured glazed tiles upto 1.5 Sq.ft size in dado and skirting in ground floor, over 1/2 inch (13 mm) thick base of cement mortar 1:3 setting of tiles in slurry of grey cement over mortar base including filling the joints and washing the tile with white cement slurry curing and cleaning etc. complete . | 306 | 27722.1 | %Sft | 84830 |
| 42 | Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, and curing etc. complete. | 322 | 6879.77 | %Sft | 22153 |
| 43 | Providing and laying floor of 6mm (approx: 1/4") thick white glazed tiles 12" xl2" (304mm x 304mm) of master make (Pakistani) first grade in ground floor laid over 1" (25mm) thick cement mortar 1:2 (1 cement and 2 sand) including jointing and washing the tiles with white cement slurry and curing etc, complete. | 48 | 30338.65 | %Sft | 14563 |
| 44 | Providing and fixing solid core 1st class deodar wood veneered flush door shutter 1-1/2 inches (38 mm) thickness with and including the cost of commercial veneer facing of not less than 1 mm thickness on either side, cross band of standard specification with solid fully laminated core, 2 inches (51 mm) wide best quality deodar wood outer faces alround as commercially produced by standard manufacturers under power driven hydraulic press as approved by Engineer-in-charge including iron fittings etc., complete but excluding the cost of handles and locking arrangement. | 91 | 1386.06 | P.Sft | 126132 |
| 45 | Providing and fixing doubble glazed Bronz anodized or Powder Coated aluminium Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables (fixing through their approved fabricators), Executive model section dubble or single glazed 101mm x 37mm and 1.6mm thick including the cost of aluminium netting ,fitting, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans. | 16 | 1617.19 | P.Sft | 25876 |
| 46 | Providing and fixing iron grills with required section of angle iron and M.S Square bas as per approved design including welding all sides of the section at the junction and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in wooden frame . | 16 | 293.89 | P.Kg | 4703 |
| 47 | Providing and laying 1:9 cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge In terracing 3 inches (76 mm) average thickness to required slope in panels including form work, consolidation, finishing, curing etc. and painting the surface with plastic bitumen No. 4 at the rate of 15 Ibs per hundred square feet (0.73 Kg per s.m) blinded with sand at the rate of 2 cubic feet per hundred square feet (0.06 Kg per s.m) complete" on ground floor roof. | 412 | 8229.59 | %Sft | 33906 |
| 48 | Providing and fixing PVC pipe spouts of 3" (80 mm) dia and required length including fixing in cement mortar 1:4 etc. complete | 4 | 478.13 | P.Rft | 1913 |
| 49 | Distempering with vinyle distemper (ICI) Dulux Paintex of approved make and shade in two coats over and including the cost of one priming coat of lime wash including sand papering, dusting, and filling the holes, cracks and inequalities, if any, at any height in any floor. | 1100 | 3401.25 | %Sft | 37414 |
| 50 | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor. | 1055 | 4408.75 | %Sft | 46513 |
| 51 | Painting wood work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor . | 182 | 5954.86 | %Sft | 10838 |
| 52 | Painting iron work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor . | 32 | 6071.25 | %Sft | 1943 |
| 53 | Providing and fixing with brass screws Alpha knob set lock of approved design (No. 7000) Japan make, cutting wood to required shape and size with two operating keys as per direction of the Engineer-in-Charge | 5 | 3524.38 | Each | 17622 |
| 54 | Providing and fixing approved oxidised brass handles 4" (102 mm) size heavy type with necessary brass . | 5 | 287.36 | Each | 1437 |
| 55 | Providing and fixing single leaf steel doors made to crittal or equivalent standard and of approved sections fully panelled with M. S. Sheet of 16 gauge painted with two coats of red oxide paint including using approved brass section oxidized fitting iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor. | 21 | 933.84 | P.Sft | 19611 |
| 56 | Providing and fixing hot dipped galvanized fully glazed single leaf hung steel windows and ventilators made to crittat or equivalent standard and of approved section including using approved brass section oxidized fittings, iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor. | 16 | 1118.29 | P.Sft | 17893 |
| 57 | Providing and fixing best quality squatting type white glazed earthenware W.C Pan, Pakistani (of not less than 18 Inches clear opening as measured between flushing rims) complete with and including the cost of 13.6 litre best quality low level plastic flushing cistern with internal fittings complete, P.V.C. flushing pipe suitable for squatting type with extra bends and length with fittings, C.I. trap 4 inches (100mm) dia and making requisite number of holes in walls, plinth & floor for pipe connection and making good in cement concrete 1:2:4.. | 2 | 12602.5 | Each | 25205 |
| 58 | Providing and fixing Pakistani make best available quality European style white glazed earthenware wash down W.C.Pan complete with and including the cost of a plastic seat (PVC cover and buffers 3 galls. (13.6 litres) white glazed earthenware low level flushing cistern with siphon fittings, 1-1/2 inches (40mm) dia white porcelain enamelled flush bend, 3/4 inch (20mm) dia, G.I. warning pipe carried outside and bent vertically downwards and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4.. | 1 | 13420 | Each | 13420 |
| 59 | Providing and fixing 22 inches x 16 inches (560 x 406 mm) lavatory basin in white glazed earthenware (Pakistani) complete with and including the cost of Brass oxidized bolts kit built into walls 1/2 inches (15 mm) dia. Chrome plated mixer, 1-1/4 inches (32 mm) rubber plug and chrome plated brass chain 1-1/4 inches (32 mm) dia brass waste of approved pattern 1-1/4 inches (32 mm) dia chromium plated battal trap with unions and making requisite, number of holes in walls, plinth and floor for pip.e connections and making good in cement concrete 1:2:4.. | 3 | 12262.5 | Each | 36788 |
| 60 | Providing and fixing un platisized polyvinyl chloride pipe (P.V.C) "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) 3 inches (80 mm) dia. | 60 | 503.47 | P.Rft | 30209 |
| 61 | Do Do. 4 inches (100 mm) dia pipe.. | 100 | 600.01 | P.Rft | 60001 |
| 62 | Providing and fixing 6 inches x 2 inches or 6 inches x 3 inches (150 mm x 50 mm or 150 mm x 80 mm ) C.I. floor trap of approved self cleansing design with C.I. screwed down grating with or without a vent arm complete with and including making requisite number of holes in walls, plinth and floor for pipe connection and making good in cement concrete 1:2:4. | 6 | 1439.25 | Each | 8636 |
| 63 | Providing and fixing un platisized polyvinyl chloride pipe (u.P.V.C) "E" class with specials) and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (16.09 km) (working pressure 12 kg/cm2): 3/4 inch (20 mm) dia. | 40 | 96.88 | P.Rft | 3876 |
| 64 | Do. Do. 1 inch (25mm) dia. | 40 | 103.42 | P.Rft | 4137 |
| 65 | Do. Do. 1-1/4 inch (32 mm) dia.. | 20 | 127.54 | P.Rft | 2551 |
| 66 | Providing and fixing 1 inch (25 mm) dia ball valve (with PVC Ball) made to B.S.S. 1212..... | 1 | 703.7 | Each | 704 |
| 67 | Do. Do. 1-1/4 inches (32 mm) dia Do.. | 1 | 803.7 | Each | 804 |
| 68 | Providing and fixing 1/2 inches dia. (15 mm) brass bib cocks. | 6 | 755.4 | Each | 4533 |
| 69 | Providing and fixing 24 inches x 18 inches (610 mm x 457 mm) looking mirror of Imported glass 5 mm thick fixing with CP clamps and screws | 3 | 2173.98 | Each | 6522 |
| 70 | Providing and fixing 24"x3/4"(610 mm x 20 mm) dia approved quality of chrome plated brass towel rail complete with brackets fixed with 1"(25 mm) long C.P brass screws and rawal plug. | 3 | 2475.5 | Each | 7427 |
| 71 | Providing and fixing 4 inches (100 mm) dia shower rose (with detachable lid)... | 2 | 1134.72 | Each | 2270 |
| 72 | Providing and fixing glass shelf 25 inches x 5 inches (610 mm x 127 mm) brackets and guard rail complete.. | 3 | 758.24 | Each | 2275 |
| 73 | Providing and fixing water tank made of food grade polyethylene material 200 gallon (Supper tuff) i/c cost of specials and cartage upto site as per direction of Engineer in charge. | 2 | 11062.5 | Each | 22125 |
| 74 | Providing and fixing aluminium sheet of 22 gauge (1.15 mm thick) on wooden surface with sunken aluminium screw of required size as per direction of the Engineer-in-Charge. | 15 | 260.74 | P.Sft | 3912 |
| 75 | Excavation in all kinds of soil, murum, hard, average or soft including lift up to 5 feet (1.52 m) and lead up to one chain (30.48 m).. | 640 | 1840.9 | %Cft | 11782 |
| 76 | Providing R.C.C. pipes and collars of class 'B' male, female joints with rubber ring and fixing in trench including cutting, fitting and jointing and back filling the excavated material in trench and surplus material disposal from site i/c testing with water to head as required at the top of the height of pipe including cartage with in 10 Milles as approved manufacturer of KW & SB. | ||||
| 77 | Do. Do. 09 inches (230 mm) dia | 40 | 463.49 | P.Rft | 18540 |
| 78 | Do. Do. 12 inches (300 mm) dia | 40 | 548.16 | P.Rft | 21926 |
| 79 | Providinnd Circular manhole comprising of circular and conical portion as per approved design and specifications complete with RCC 1:2:4 slab 5" inch thick, CC 1:2:4 in situ walls 9" thick (fair finish) & 1:2:$ CC in benching using sulphate resistant cement in all cc works including providing and fixing cost iron foot rest at every two feet of depth, complete as per direction of Engineer in charge but excluding the cost of excavation, disposal of excavated stuff & Manhole cover. | 11 | 456.86 | P.Cft | 5025 |
| 80 | Providing & laying R.C.C 1:2:4 slab cover 3" thick average (precost complete with M.S flat iron, M.S bars embedded in concrete) of any shape including the cost of reinforcement and welding etc. as per direction of Engineer Incharge. | 2 | 2274.73 | P.Cft | 4549 |
| 81 | Making connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and .making the required channel etc., complete .… | 2 | 750 | Each | 1500 |
| 82 | Supplying of KSB Deep well turbine pump type DWT B 14/D3 stages + 120HP/4P Siemens (IE3) vertical solid shaft motor consisting of pump bowl assembly with suction & case Intermediate bowl all made of cast Iron with bronze impeller dynamically balanced & securely fastened & stainless steel pump shaft by means of tapered locking collects made carbon steel surface, discharge head of cast Iron VS shaft 120HP (4 pole) electric motor suitable for 380/400 volts 50 c/s pump capable to discharge 850 IGPM against a total head of 250ft as per site requirement & instruction of E/I. | 3 | 17800000 | Nos. | 53400000 |
| 83 | Erection and commissioning of DWT vertical turbine pumps (120HP) along with manufacturing & fabrication of basement grader 8” x 4” including R.C.C foundation ratio 1:2:4 complete in all respect as per site requirement & instructions of E/I. | 3 | 425000 | Nos. | 1275000 |
| 84 | Making Connection Delivering Pipe Line to manifold & existing rising main including welding fabricating as per site requirement & instruction of E/I. | 3 | 276000 | Job. | 828000 |
| 85 | P/F Mani fold dia 24” X 18' long with Both end flanged I/c. Welding, fabricating complete in all respect as per site required & instruction of E/I. | 18 | 38000 | R/Ft: | 684000 |
| 86 | P/F Steel Girder MS Tee & plate for the installation of overhead gantry crane, pump foundation welding, fabricating complete in all respect as per site requirement & instruction of E/I. | 2819 | 460 | KG | 1296740 |
| 87 | Girder size 8” x 4” | ||||
| 88 | Girder weight 1RFT = 18lbs | ||||
| 89 | 40’ x4 Nos. = 160’ | ||||
| 90 | 18’ x 5 nos. =90’ | ||||
| 91 | 5’ x 5 Nos. =25’ | ||||
| 92 | Miscl = 25’ | ||||
| 93 | Total = 300’ | ||||
| 94 | 300’ x18 x 0.4536 = 2449 Kg’s | ||||
| 95 | 2’ x 2’ x 5 Nos. x 40.80 x 0.4536 = 370KG | ||||
| 96 | P/F Overhead Gantry Travelling with 6 Meter chain as per instruction of E/I. | 1 | 530000 | 530000 | |
| 97 | P/F Chain Pulley Block of 5 ton Capacity & Chain 5 Meter Length as per instruction of E/I. | 1 | 335000 | 335000 | |
| 98 | P/F of DPI / C (C/O) Switch 500 Volts, 600 Amps on a prepared board. | 3 | 216000 | 648000 | |
| 99 | P/F motor control board for Electric continuous rating comprising of star Delta, starter, AM meter ,volt meter , selector switch, UTZ phase indicator, overhead protection time relay , push button complete in all respect as per site requirement & instruction of E/I | 3 | 630000 | Nos | 1890000 |
| 100 | Providing, installation .Testing & commissioning PVC insulated & PVC sheeted 70mm2, 3.5 Core copper co 600/1000V Including lugs & Its punching laying of cable between Main motor Panel to motor as per site requirement & instruction of E/I (P-234 I-74) | 350 | 4384 | R/Ft | 1534400 |
| 101 | Providing, installation .Testing & commissioning PVC insulated & PVC sheeted 120mm2, 3.5 Core copper co 600/1000V Including lugs & Its punching laying of cable between Main LV Panel to motor Panel as per site requirement & instruction of E/I (P-234 I-76) | 520 | 7484 | R/ft | 3891680 |
| 102 | Providing, installation .Testing & commissioning PVC insulated & PVC sheeted 240mm2, 3.5 Core copper co 600/1000V Including lugs & Its punching laying of cable between K-Electirc energy meter to Main LV panel as per site requirement & instruction of E/I(P-234 I-79) | 510 | 12426 | R/Ft | 6337260 |
| 103 | P/F Main Panel box Comprising of 01 no. 800 AMPS Air circuit breaker(ACB), volt meter, amp meter, selector switches, panel lights 04 nos. Bus bars (225 AMPS) the panel box complete in all respect as per site requirement and instruction of E/I. | 1 | 1790000 | No’s | 1790000 |
| 104 | C.I Sluice Value Heavy pattern ( Test pressure 21.0 kg per sq. Com or 300 LB/ Sq. Inch) (Imported) | ||||
| 105 | 12’’ dia (300mm) | 3 | 196000 | No’s | 588000 |
| 106 | 10” dia (200mm) | 3 | 37000 | No’s | 111000 |
| 107 | Fixing of Sluice Value with 02 cast iron tailpieces ,one end flanged and other with socket i/c the cost of nuts & bolts & rubber packing complete in all respect as per site requirement and instruction of E/I | ||||
| 108 | 24’’ dia | 3 | 17600 | No’s | 52800 |
| 109 | 12” dia | 3 | 13400 | No’s | 40200 |
| 110 | P/F Black steel MS pipe made out of M.S sheet confirming to API 5L grade x-42 ERW & externally asphalt coated with fiber glass 5mm thick & internally lining 8mm thick (AWWA specifications) i/c lying Jointing with Helical welding in trenches i/c cost of bend of any degree& testing with wter to specified pressure for different dia of pipes as below ( Straight) | ||||
| 111 | 24” dia | 140 | 22600 | R/Ft | 3164000 |
| 112 | 12 ” dia | 155 | 16700 | R/Ft | 2588500 |
| 113 | Reflex valve Heavy pattern (Test Pressure 21Kg/Sq. CM or 300 LBS/ Sq. Inch) (Imported) 24” dia 12” dia | No’s | |||
| 114 | 24" dia | 3 | 580000 | Nos. | 1740000 |
| 115 | 12" dia | 1 | 350000 | Nos. | 350000 |
| 116 | P/F of M.S. Flange made ½” thick MS sheet having a thickness & total weight as mentioned against each item . it includes the cost making holes, facing, welding, nuts, bolts, rubber packing , ehite lead fitter cartage complete in all respect as per site requirement and instruction of E/I | ||||
| 117 | 24” dia | 8 | 18000 | Nos. | 144000 |
| 118 | 12” dia | 8 | 16000 | Nos. | 128000 |
| 119 | P/F of PVC pipe 2" dia with bend for power cables | 300 | 230 | R/Ft | 69000 |
| 120 | P/F water pressure Gauge 0 to 15 kg/sq.cm along with pressure cock and other material required for fitting etc. complete in all respect | 3 | 28000 | No’s | 84000 |
| 121 | P/L Earthing set 600*600*6mm copper plate buried in ground at depth of 12’ or less depth if water comes out with salt and coal I/c making pits 12’. Depth by excavation in all kind of soil I/c hard and soft rock refilling the excavation with 8n bare copper wire run in G.I pipe straight from earth plate with metallic accessories with result must be less than 3 ohm complete in all respect as per instruction of Engineer In charge. | 4 | 85000 | No’s | 340000 |
| 122 | P/F MS bend 12” dia Fabricated with 3/8”thick MS plate heaving an outer length & total weight as mention. | 6 | 9600 | No’s | 57600 |
| 123 | P/F MS bend Fabricated with 3/8”thick 24” Dia MS plate heaving an outer length & total weight as mention | 3 | 11300 | Nos | 33900 |
| 124 | P/F Nut Bolts 1/2”, 3”&6” Long | 100 | 790 | KG | 79000 |
| 125 | P/F Rubber Packing) | 100 | 350 | Kg | 35000 |
| 126 | Providing Fixing, connecting testing and arranging of electric load/ PMT with and including the cost of connection (From load shedding free feeder) charges payable to K.E./ other Government or semi Governement agencies, coordination charges with all accecories etc. complete in all respects. | 1 | 16600000 | No’s | 16600000 |
| 127 | P/F Brass Ceilling Fan 56" (good quality) | 3 | 15000 | No’s | 45000 |
| 128 | P/F 150Watts IP 65 LED Street Lights | 8 | 28000 | Nos. | 224000 |
| 129 | P/F 40Watts 220V LED tube Lights | 16 | 1500 | Nos. | 24095 |
| 130 | P/L (main or sub main ) PVC insulated with size 2-core 7/0.029 copper conductor in 1/4" dia PVC conduit on surface.(sch: item S.no 10 P#229 ) | 290 | 400 | F/Ft | 116000 |
| GRAND TOTAL: | Rs 112,925,676.94 |
ERRACTONAING COMMISSIONING OF COMPLETE NEW INSTALLATION OF ELECTRICAL / MECHANICAL & CIVIL WORK AT SABA CINEMA PUMPING STATION IN NEW KARACHI TOWN NA248 DISTRICT CENTRAL-II Contract Package: PIDCL/Sindh/Khi/PSDP/05/429
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: Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)), Manager 6th Floor, Ext Block, Bahria Complex-VI, Gizri., Saddar Sub-Division, Karachi South (District), Karachi (Division), Sindh (Province).
The Supplier is:
The title of the subject procurement is: ERRACTONAING COMMISSIONING OF COMPLETE NEW INSTALLATION OF ELECTRICAL / MECHANICAL & CIVIL WORK AT SABA CINEMA PUMPING STATION IN NEW KARACHI TOWN NA248 DISTRICT CENTRAL-II Contract Package: PIDCL/Sindh/Khi/PSDP/05/429
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:
Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)), Manager
6th Floor, Ext Block, Bahria Complex-VI, Gizri., Saddar Sub-Division, Karachi South (District), Karachi (Division), Sindh (Province).
+92-300-302-3139
hiranand.dodani@pidcl.com.pk
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:
Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)), Manager
6th Floor, Ext Block, Bahria Complex-VI, Gizri., Saddar Sub-Division, Karachi South (District), Karachi (Division), Sindh (Province).
+92-300-302-3139
hiranand.dodani@pidcl.com.pk
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 Bank Guarantee
Number of GC Clause 27
Currency of Payment:
All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees.
Number of GC Clause 28
Payment terms:
Payment will be made to the Bidder against the procured Goods and services according to the actual invoice or running bills submitted by the Bidder against the services provided within the time given in the conditions of the contract.
Number of GC Clause 29
Identifying Defects:
The Authority reserves the right at any time to inspect the premises of the provider to inspect the goods and monitor the goods being provided.
Site Inspection & Necessary test reports
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.:P62123
To: Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)), Manager 6th Floor, Ext Block, Bahria Complex-VI, Gizri., Saddar Sub-Division, Karachi South (District), Karachi (Division), Sindh (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 Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)), Manager 6th Floor, Ext Block, Bahria Complex-VI, Gizri., Saddar Sub-Division, Karachi South (District), Karachi (Division), Sindh (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., ERRACTONAING COMMISSIONING OF COMPLETE NEW INSTALLATION OF ELECTRICAL / MECHANICAL & CIVIL WORK AT SABA CINEMA PUMPING STATION IN NEW KARACHI TOWN NA248 DISTRICT CENTRAL-II Contract Package: PIDCL/Sindh/Khi/PSDP/05/429 (P62123) 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: Pakistan Infrastructure Development Co. Ltd. (PIDCL (Pakistan Infrastructure Development Co. Ltd. (PIDCL)), Manager 6th Floor, Ext Block, Bahria Complex-VI, Gizri., Saddar Sub-Division, Karachi South (District), Karachi (Division), Sindh (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}