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).
CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)), Deputy Director
Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory
+92-300-950-4647
dd.specialproject1@cda.gov.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:Â CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)) The subject of procurement is:Â Construction of Additional facilities in the National Police Academy Sector H-11,Islamabad (SH: Construction of Obstacles and Tracks at School of Tactics cum National Police University Expected commencement date: Thursday, September 24, 2026 |
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2. |
2.1 |
Financial year for the operations of the Procuring Agency:Â 2026-27 Name and identification number of the Contract: P82084Â |
| 3. | 3.1 | JV/Consortium or Association Allowed: Yes Number of JV/Consortium Members: 3 |
B. Bidding Documents |
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4. |
6.2 & 6.4 |
The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Monday, August 17, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)) 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: No |
| 7. | 9.1 |
The qualification criteria to establish the supply / production capability of the bidder. see Eligibility Criteria |
| 8. | 11.2Â |
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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. |
17.1Â |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Call at Deposit  |
| 16. | 15.1 |
Alternative Bids to the requirements of the bidding documents will not be permitted. |
D. Submission of Bids |
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17. |
18.1 & 21.1 |
Bid shall be submitted online on EPADS v2.0 whereas hard copy of the bid security should be submitted to the following; Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Tuesday, August 25, 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 : Tuesday Date:Â August 25, 2026 Time : 12:00 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:Â 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 |
|---|---|
| Individual / Individual Consultant Sole Proprietorship Partnership Firm Company (Private Limited) | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) FBR (GSTN) PEC |
Least Cost Based Selection (LCBS)
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 70 | |
| Work Experience | ||
| 02 Number of completed contracts of Public Sector (i.e Government or Semi Government organization or autonomous bodies or authorities) for similar nature works i.e construction of forces training institute buildings and its allied works including related civil work in sensitive area (with security features) of PKR 40 million each (20 Marks for each work) or above completed in last 05 years. The work order/LOA and completion certificate of the completed works shall be enclosed as proof of award/completion duly verified by the client/ issuing authority. (Quantitative)(Doc Required) 02 No of Completed Works (40) 01 No of Completed Works (20) | 40 | |
| 01 Number of ongoing works of Public Sector (i.e Government or Semi Government organization or autonomous bodies or authorities) for similar nature works i.e. construction of forces training institute buildings and its allied works including related civil work in sensitive area (with security features) of PKR 40 million (10 Marks for work) The work order/LOA of the ongoing works shall be submitted duly verified by the client/ issuing authority. (Quantitative)(Doc Required) | 10 | |
| PERSONEL CAPABILITIES | ||
| 01 No Graduate Engineer (Civil) Registered with PEC having 5 years of construction experience and are currently in employment with bidder. (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 3 | |
| 01 No of Graduate Engineer (Electrical) Registered with PEC having 5 years of construction experience and are currently in employment with bidder. (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 3 | |
| Quantity Surveyor having 10 years’ experience (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 2 | |
| Associate Engineers (DAE Civil) having 5 years of construction experience and are currently in employment with bidder (Quantitative)(Doc Required). 02 Associate Engineers (Civil) 01 Associate Engineer (E&M) (Quantitative)(Doc Required) | 2 | |
| EQUIPMENT CAPABILITES | ||
| 01 no. Dumper/ Tractor Trolley (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 2 | |
| Steel Shuttering 5000 Sft (1 No.) (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 2 | |
| 02 Concrete Mixers – 3 bags (Quantitative)(Doc Required) (Quantitative)(Doc Required) 02 Concrete Mixers – 3 bags (4) 01 Mixer - 3 bags (2) | 4 | |
| Steel cutting & bending machine (1 No.) (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 1 | |
| Steel cutting & bending machine (1 No.) (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 1 | |
| FINANCIAL SOUNDNESS | ||
| Audited Balance Sheets for last three (03) years along with income tax returns and projected assists and liabilities for next 02 years. Audited balance sheets should be signed & stamped (in original) by QCR rated firms approved by ICAP. (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 8 | |
| Average Annual Turnover equivalent 50(M) or above for last three years 2022-2024) (Quantitative)(Doc Required) (Quantitative)(Doc Required) | 6 | |
| Certificate of available Bank Credit Line of Rs 50 (M) or above from Scheduled bank of Pakistan on original letter head of bank (photo copy /scanned copy shall also be considered for marking. The credit line certificate shall be directly addressed to the Director Special Projects, CDA and duly signed & stamped (By name) of concerned Bank Manager verifiable from bank head office. Any other certificate of bank e.g Accounts Maintenance Certificate etc shall not be considered as Bank credit line & shall not be considered for evaluation. (Quantitative)(Doc Required). The credit line shall not be more than 30 days old. (Quantitative)(Doc Required) | 16 | |
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Construction of Additional facilities in the National Police Academy Sector H-11,Islamabad (SH: Construction of Obstacles and Tracks at School of Tactics cum National Police University | Address: Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory Schedule: 27 Days Quantity: 10044.58/Qty |
10044/Qty | 1374048 PKR |
No
Jobs Without Lots :
Job: Construction of Additional facilities in the National Police Academy Sector H-11,Islamabad (SH: Construction of Obstacles and Tracks at School of Tactics cum National Police University
Specifications / Requirements:
| Sr. No | Items No | DESCRIPTION | UNIT | Quantity | RATE | Amount |
|---|---|---|---|---|---|---|
| 1 | Â | Â | Â | Â | Rs. | Â |
| 2 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 3 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 0.29 | 17088.2 | 4955.578 |
| 4 | 6. CONCRETE | Â | Â | Â | Â | Â |
| 5 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4 | %Cft | 0.21 | 47976.7 | 10075.107 |
| 6 | 12.Wood Work | Â | Â | Â | Â | Â |
| 7 | 12/1-b | Plain wood work sawn, wrought, planed and fixed inposition, including b) Shisham wood | P.Cft | 2.63 | 11013.4 | 28965.242 |
| 8 | 13.Painting & Var | Â | Â | Â | Â | Â |
| 9 | 13/6 | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. ii) each subsequent coat of paint. | %Sft | 0.48 | 2975.3 | 1428.144 |
| 11 | 25. Iron Work | Â | Â | Â | Â | Â |
| 12 | 25/10 | Small iron work, such as gusset plates, knees, bends, stirrups straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | %Kg | 0.47 | 48365.5 | 22731.785 |
| 13 | 25/12 | Erection and fitting in position iron trusses, staging of water tanks, etc. | %Kg | 0.47 | 2042.95 | 960.1865 |
| 14 | NS-2 | Providing and applying Hot-Dip Galvanizing (HDG) to Mild Steel (MS) components including angles, pipes, sheets, and fabricated structural members, comprising complete surface preparation (degreasing, pickling, rinsing, and fluxing), followed by immersion in molten zinc bath to achieve a uniform, metallurgically bonded zinc coating of minimum 100 microns thickness (0.1 mm) or as specified. The rate shall include loading, unloading, transportation to and from galvanizing plant, handling, provision of vent/drain holes (if required), and one-time refixing/reinstallation of members after galvanizing, complete in all respects, as directed by the Engineer Incharge. | %Kg | 0.44 | 43500 | 19140 |
| 15 | Â | Total Amount for 1 Nos Step Bar (14' Long) | Â | Â | Â | 88256.0425 |
| 16 | Â | DESCRIPTION | UNIT | Â | RATE | Â |
| 17 | Â | Â | Â | Â | Rs. | Â |
| 18 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 19 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 1.271 | 17088.2 | 21719.1022 |
| 20 | 6. CONCRETE | Â | Â | Â | Â | Â |
| 21 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 22 | Â | Â | Cft | 94.5 | 603.95 | 57073.275 |
| 23 | 6/6-a-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 18.9 | 756.7 | 14301.63 |
| 24 | 6/13-b-ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | %Kg | 5.67 | 28479.6 | 161479.332 |
| 25 | 12.Wood Work | Â | Â | Â | Â | Â |
| 26 | 12/2-b | Plain wood work sawn, wrought, planed and fixed inposition, including b) Shisham wood | P.Cft | 7.45 | 11013.4 | 82049.83 |
| 27 | 13.Painting & Var | Â | Â | Â | Â | Â |
| 28 | 13/5 | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. ii) each subsequent coat of paint. | %Sft | 1.536 | 2975.3 | 4570.0608 |
| 30 | 25. Iron Work | Â | Â | Â | Â | Â |
| 31 | 25/10 | Small iron work, such as gusset plates, knees, bends, stirrups straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | %Kg | 2.871 | 48365.5 | 138857.3505 |
| 32 | 25/12 | Erection and fitting in position iron trusses, staging of water tanks, etc. | %Kg | 2.871 | 2042.95 | 5865.30945 |
| 33 | NS-1 | Providing and applying Hot-Dip Galvanizing (HDG) to Mild Steel (MS) components including angles, pipes, sheets, and fabricated structural members, comprising complete surface preparation (degreasing, pickling, rinsing, and fluxing), followed by immersion in molten zinc bath to achieve a uniform, metallurgically bonded zinc coating of minimum 100 microns thickness (0.1 mm) or as specified. The rate shall include loading, unloading, transportation to and from galvanizing plant, handling, provision of vent/drain holes (if required), and one-time refixing/reinstallation of members after galvanizing, complete in all respects, as directed by the Engineer Incharge. | %Kg | 2.871 | 43500 | 124888.5 |
| 34 | Â | Total Amount for 1 Nos Zig Zag | Â | Â | Â | 610804.38995 |
| 35 | Â | DESCRIPTION | UNIT | Â | RATE | Â |
| 36 | Â | Â | Â | Â | Rs. | Â |
| 37 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 38 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 0.585 | 17088.2 | 9996.597 |
| 39 | 6. CONCRETE | Â | Â | Â | Â | Â |
| 40 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, | Â | Â | Â | Â |
| 41 | Â | Concrete Foundation | %Cft | 0.195 | 35568.7 | 6935.8965 |
| 42 | 6/6-c-4 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 43 | Â | Â | Cft | 35.125 | 603.95 | 21213.74375 |
| 44 | Â | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 45 | Â | Â | Cft | 40.753 | 756.7 | 30837.7951 |
| 46 | 6/12-b-ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | %Kg | 3.794 | 28479.6 | 108051.6024 |
| 48 | 7. BRICK WORK | Â | Â | Â | Â | Â |
| 49 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. Ratio 1:3 | %Cft | 1.734 | 43953.45 | 76215.2823 |
| 50 | 11. SURFACE RENDERING | Â | Â | Â | Â | Â |
| 51 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | %Sft | 1.193 | 4923.45 | 5873.67585 |
| 52 | 11/18 a | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- a) ratio 1:2 | %Sft | 1.193 | 5372.7 | 6409.6311 |
| 53 | 13.Painting & Var | Â | Â | Â | Â | Â |
| 54 | 13/33-a | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) new surface: i) 1st coat ii) 2nd coat | %Sft | 1.193 | 7789.7 | 9293.1121 |
| 55 | Â | Total Amount | Â | Â | 274827.3361 | Â |
| 56 | Â | DESCRIPTION | UNIT | Â | RATE | Â |
| 57 | Â | Â | Â | Â | Rs. | Â |
| 58 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 59 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 0.984 | 17088.2 | 16814.7888 |
| 60 | 6. CONCRETE | Â | Â | Â | Â | Â |
| 61 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4 | Â | Â | Â | Â |
| 62 | Â | Concrete Foundation | %Cft | 0.567 | 47976.7 | 27202.7889 |
| 63 | 7. BRICK WORK | Â | Â | Â | Â | Â |
| 64 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. Ratio 1:3 | %Cft | 6.891 | 43953.45 | 302883.22395 |
| 65 | 11. SURFACE RENDERING | Â | Â | Â | Â | Â |
| 66 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | %Sft | 2.893 | 4923.45 | 14243.54085 |
| 67 | 11/18 a | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- a) ratio 1:2 | %Sft | 2.893 | 5372.7 | 15543.2211 |
| 68 | 13.Painting & Var | Â | Â | Â | Â | Â |
| 69 | 13/33-a | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) new surface: i) 1st coat ii) 2nd coat | %Sft | 2.893 | 7789.7 | 22535.6021 |
| 71 | Â | Total Amount | Â | Â | 399223.1657 | Â |
| 72 | Â | DESCRIPTION | UNIT | Â | RATE | Â |
| 73 | Â | Â | Â | Â | Rs. | Â |
| 74 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 75 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 0.918 | 17088.2 | 15686.9676 |
| 76 | 6. CONCRETE | Â | Â | Â | Â | Â |
| 77 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, | Â | Â | Â | Â |
| 78 | Â | Concrete Foundation | %Cft | 0.177 | 35568.7 | 6295.6599 |
| 79 | 6/37-bii | Providing and laying damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :- (b) with 2 coats of bitumen: ii) 2" thick (50 mm) | %Sft | 0.273 | 13852.35 | 3781.69155 |
| 80 | 7. BRICK WORK | Â | Â | Â | Â | Â |
| 81 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. Ratio 1:3 | %Cft | 2.068 | 43953.45 | 90895.7346 |
| 82 | 11. SURFACE RENDERING | Â | Â | Â | Â | Â |
| 83 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | %Sft | 1.386 | 4923.45 | 6823.9017 |
| 84 | 11/18 a | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- a) ratio 1:2 | %Sft | 0.903 | 5372.7 | 4851.5481 |
| 85 | 13.Painting & Var | Â | Â | Â | Â | Â |
| 86 | 13/33-a | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) new surface: i) 1st coat ii) 2nd coat | %Sft | 1.386 | 7789.7 | 10796.5242 |
| 88 | Â | Total Amount | Â | Â | 139132.02765 | 139132.02765 |
| 89 | Â | DESCRIPTION | UNIT | Â | RATE | Â |
| 90 | Â | Â | Â | Â | Rs. | Â |
| 91 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 92 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 1.366 | 17088.2 | 23342.4812 |
| 93 | 6. CONCRETE | Â | Â | Â | Â | Â |
| 94 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | Â | Â | Â | Â |
| 95 | Â | Concrete Foundation | %Cft | 0.453 | 35568.7 | 16112.6211 |
| 96 | 6/6-c-4 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 97 | Â | Â | Cft | 100.8 | 603.95 | 60878.16 |
| 98 | Â | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 99 | Â | Â | Cft | 72.45 | 756.7 | 54822.915 |
| 100 | 6/12-b-ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | %Kg | 51.975 | 28479.6 | 1480227.21 |
| 101 | 7. BRICK WORK | Â | Â | Â | Â | Â |
| 102 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. Ratio 1:3 | %Cft | 1.514 | 43953.45 | 66545.5233 |
| 103 | 11. SURFACE RENDERING | Â | Â | Â | Â | Â |
| 104 | 11/18 a | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- a) ratio 1:2 | %Sft | 5.303 | 5372.7 | 28491.4281 |
| 105 | Â | 13.Painting & Var | Â | Â | Â | Â |
| 106 | 13/5 | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. ii) each subsequent coat of paint. | %Sft | 4.704 | 2975.3 | 13995.8112 |
| 107 | Â | 23. Tubewell | Â | Â | Â | Â |
| 108 | 23/19-2iv | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipeline in trenches,using G.I. pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves. 2) Medium Quality iv) 1¼" i/d (32 mm) 3.25mm thick | Rft | 161.07 | 547.3 | 88153.611 |
| 109 | Â | 25. Iron Work | Â | Â | Â | Â |
| 110 | 25/9 | Small iron work, such as gusset plates, knees, bends, stirrups straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | %Kg | 2.669 | 48365.5 | 129087.5195 |
| 111 | 25/11 | Erection and fitting in position iron trusses, staging of water tanks, etc. | %Kg | 2.669 | 2042.95 | 5452.63355 |
| 112 | NS-1 | Providing and applying Hot-Dip Galvanizing (HDG) to Mild Steel (MS) components including angles, pipes, sheets, and fabricated structural members, comprising complete surface preparation (degreasing, pickling, rinsing, and fluxing), followed by immersion in molten zinc bath to achieve a uniform, metallurgically bonded zinc coating of minimum 100 microns thickness (0.1 mm) or as specified. The rate shall include loading, unloading, transportation to and from galvanizing plant, handling, provision of vent/drain holes (if required), and one-time refixing/reinstallation of members after galvanizing, complete in all respects, as directed by the Engineer Incharge. | %Kg | 2.669 | 43500 | 116101.5 |
| 113 | Â | Total Amount | Â | Â | Â | Â |
| 114 | Â | DESCRIPTION | UNIT | Â | RATE | Amount |
| 115 | Â | Â | Â | Â | Rs. | Rs. |
| 116 | NS | P/F Tyres of Approved Quality and size as per drawing in the Field, or as per directed by the engineer incharge | Each | 24 | 15000 | 360000 |
| 117 | Â | Total Amount | Â | Â | 360000 | Â |
| 118 | Â | DESCRIPTION | UNIT | Â | RATE | Â |
| 119 | Â | Â | Â | Â | Rs. | Â |
| 120 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 121 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 0.585 | 17088.2 | 9996.597 |
| 122 | 6. CONCRETE | Â | Â | Â | Â | Â |
| 123 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | Â | Â | Â | Â |
| 124 | Â | Concrete Foundation | %Cft | 0.315 | 35568.7 | 11204.1405 |
| 125 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 126 | Â | Â | Cft | 27.185 | 603.95 | 16418.38075 |
| 127 | Â | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 128 | Â | Â | Cft | 64.957 | 756.7 | 49152.9619 |
| 129 | 6/12-b-ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | %Kg | 4.607 | 28479.6 | 131205.5172 |
| 131 | 7. BRICK WORK | Â | Â | Â | Â | Â |
| 132 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. Ratio 1:3 | %Cft | 2.654 | 43953.45 | 116652.4563 |
| 133 | 11. SURFACE RENDERING | Â | Â | Â | Â | Â |
| 134 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | %Sft | 3.26 | 4923.45 | 16050.447 |
| 135 | 11/18 a | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- a) ratio 1:2 | %Sft | 3.26 | 5372.7 | 17515.002 |
| 136 | 13.Painting & Var | Â | Â | Â | Â | Â |
| 137 | 13/33-a | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) new surface: i) 1st coat ii) 2nd coat | %Sft | 3.26 | 7789.7 | 25394.422 |
| 138 | Â | Total Amount | Â | Â | 393589.92465 | Â |
| 139 | Â | DESCRIPTION | UNIT | Â | RATE | Â |
| 140 | Â | Â | Â | Â | Rs. | Â |
| 141 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 142 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 1.008 | 17088.2 | 17224.9056 |
| 143 | 6. CONCRETE | Â | Â | Â | Â | Â |
| 144 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | Â | Â | Â | Â |
| 145 | Â | Concrete Foundation | %Cft | 0.514 | 35568.7 | 18282.3118 |
| 146 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 147 | Â | Â | Cft | 54.999 | 603.95 | 33216.64605 |
| 148 | 6/6-a-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Â | Â | Â | Â |
| 149 | Â | Â | Cft | 4.142 | 756.7 | 3134.2514 |
| 150 | 6/12-b-ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | %Kg | 2.957 | 28479.6 | 84214.1772 |
| 151 | 6/37-bii | Providing and laying damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :- (b) with 2 coats of bitumen: ii) 2" thick (50 mm) | %Sft | 0.378 | 13852.35 | 5236.1883 |
| 152 | 7. BRICK WORK | Â | Â | Â | Â | Â |
| 153 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. Ratio 1:3 | %Cft | 4.526 | 43953.45 | 198933.3147 |
| 154 | 11. SURFACE RENDERING | Â | Â | Â | Â | Â |
| 155 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | %Sft | 8.182 | 4923.45 | 40283.6679 |
| 156 | 11/18 a | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- a) ratio 1:2 | %Sft | 8.182 | 5372.7 | 43959.4314 |
| 157 | 13.Painting & Var | Â | Â | Â | Â | Â |
| 158 | 13/33-a | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) new surface: i) 1st coat ii) 2nd coat | %Sft | 8.182 | 7789.7 | 63735.3254 |
| 159 | Â | M.S Blind Pipe 22" Dia | Rft | 39.25 | 98040.97 | 3848108.0725 |
| 160 | Â | Total Amount | Â | Â | 4356328.29225 | Â |
| 161 | Items No. | DESCRIPTION | UNIT | Â | RATE | Â |
| 162 | Â | Â | Â | Â | Rs. | Â |
| 163 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 8.066 | 17088.2 | 137833.4212 |
| 165 | 6/5-i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | %Cft | 2.776 | 35568.7 | 98738.7112 |
| 167 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 741.05 | 603.95 | 447557.1475 |
| 169 | 6/6 a3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 458.85 | 756.7 | 347211.795 |
| 171 | 7/7-i | Pacca brick work other than building upto 10ft. (3 m) height. Ratio 1:3 | %Cft | 9.808 | 43953.45 | 431095.4376 |
| 173 | 6/37-bii | Providing and laying damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :- (b) with 2 coats of bitumen: ii) 2" thick (50 mm) | %Sft | 2.484 | 13852.35 | 34409.2374 |
| 175 | 6/12-b ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | % Kgs | 59.995 | 28479.6 | 1708633.602 |
| 176 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | %Sft | 10.07 | 4923.45 | 49579.1415 |
| 177 | 11/18 a | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- a) ratio 1:2 | %Sft | 9.629 | 5372.7 | 51733.7283 |
| 179 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 14.7 | 661.35 | 9721.845 |
| 180 | 13/33-a | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) new surface: i) 1st coat ii) 2nd coat | %Sft | 10.07 | 7789.7 | 78442.279 |
| 181 | 25/9 | Small iron work, such as gusset plates, knees, bends, stirrups straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | %Kgs | 32.048 | 48365.5 | 1550017.544 |
| 182 | 25/11 | Erection and fitting in position iron trusses, staging of water tanks, etc. | %Kgs | 32.048 | 2042.95 | 65472.4616 |
| 183 | NS-1 | Providing and applying Hot-Dip Galvanizing (HDG) to Mild Steel (MS) components including angles, pipes, sheets, and fabricated structural members, comprising complete surface preparation (degreasing, pickling, rinsing, and fluxing), followed by immersion in molten zinc bath to achieve a uniform, metallurgically bonded zinc coating of minimum 100 microns thickness (0.1 mm) or as specified. The rate shall include loading, unloading, transportation to and from galvanizing plant, handling, provision of vent/drain holes (if required), and one-time refixing/reinstallation of members after galvanizing, complete in all respects, as directed by the Engineer Incharge. | %Kg | 32.048 | 43500 | 1394088 |
| 184 | NS | Providing and Fixing Tension Wire 6/8" Thick including Special Screws, Turnbuckles and making hooks, Complete in all respects or as per directed by Engineer Incharge | Rft | 151.2 | 1451.36 | 219445.632 |
| 185 | Â | Total Amount | Â | Â | 6623979.9833 | Â |
| 186 | Items No. | DESCRIPTION | UNIT | Â | RATE | Â |
| 187 | Â | Â | Â | Â | Rs. | Â |
| 188 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 3.0324 | 17088.2 | 51818.25768 |
| 190 | 6/5-i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | %Cft | 1.341 | 35568.7 | 47697.6267 |
| 192 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 6.88 | 603.26 | 4150.4288 |
| 194 | 6/6 a3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 33.08 | 756.7 | 25031.636 |
| 196 | 12/1-b | Plain wood work sawn, wrought, planed and fixed inposition, including b) Shisham wood | Cft | 14.994 | 11013.4 | 165134.9196 |
| 198 | 6/12-b ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | % Kgs | 36.054 | 28479.6 | 1026803.4984 |
| 200 | 25/9 | Small iron work, such as gusset plates, knees, bends, stirrups straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | %Kgs | 20.667 | 48365.5 | 999569.7885 |
| 202 | 25/11 | Erection and fitting in position iron trusses, staging of water tanks, etc. | %Kgs | 20.667 | 2042.95 | 42221.64765 |
| 203 | NS-1 | Providing and applying Hot-Dip Galvanizing (HDG) to Mild Steel (MS) components including angles, pipes, sheets, and fabricated structural members, comprising complete surface preparation (degreasing, pickling, rinsing, and fluxing), followed by immersion in molten zinc bath to achieve a uniform, metallurgically bonded zinc coating of minimum 100 microns thickness (0.1 mm) or as specified. The rate shall include loading, unloading, transportation to and from galvanizing plant, handling, provision of vent/drain holes (if required), and one-time refixing/reinstallation of members after galvanizing, complete in all respects, as directed by the Engineer Incharge. | %Kg | 20.667 | 43500 | 899014.5 |
| 204 | NS | Providing and Fixing Tension Wire 6/8" Thick including Special Screws, Turnbuckles and making hooks, Complete in all respects or as per directed by Engineer Incharge | Rft | 113.4 | 1451.36 | 164584.224 |
| 205 | Â | Total Amount | Â | Â | 3426026.52733 | Â |
| 206 | Items No. | DESCRIPTION | UNIT | Â | RATE | Â |
| 207 | Â | Â | Â | Â | Rs. | Â |
| 208 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 1.361 | 17088.2 | 23257.0402 |
| 209 | 6/5-i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | %Cft | 0.703 | 35568.7 | 25004.7961 |
| 210 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 330.23 | 603.26 | 199214.5498 |
| 211 | 12/1-b | Plain wood work sawn, wrought, planed and fixed inposition, including b) Shisham wood | Cft | 4.463 | 11013.4 | 49152.8042 |
| 212 | 6/12-b ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | % Kgs | 16.511 | 28479.6 | 470226.6756 |
| 213 | 25/9 | Small iron work, such as gusset plates, knees, bends, stirrups straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | %Kgs | 11.079 | 48365.5 | 535841.3745 |
| 214 | 25/11 | Erection and fitting in position iron trusses, staging of water tanks, etc. | %Kgs | 11.079 | 2042.95 | 22633.84305 |
| 215 | NS-1 | Providing and applying Hot-Dip Galvanizing (HDG) to Mild Steel (MS) components including angles, pipes, sheets, and fabricated structural members, comprising complete surface preparation (degreasing, pickling, rinsing, and fluxing), followed by immersion in molten zinc bath to achieve a uniform, metallurgically bonded zinc coating of minimum 100 microns thickness (0.1 mm) or as specified. The rate shall include loading, unloading, transportation to and from galvanizing plant, handling, provision of vent/drain holes (if required), and one-time refixing/reinstallation of members after galvanizing, complete in all respects, as directed by the Engineer Incharge. | %Kg | 11.079 | 43500 | 481936.5 |
| 216 | NS | Providing and Fixing Tension Wire 6/8" Thick including Special Screws, Turnbuckles and making hooks, Complete in all respects or as per directed by Engineer Incharge | Rft | 75.6 | 1451.36 | 109722.816 |
| 217 | NS | Providing and Installing for a rapping tower • Static rope (low stretch) • Construction: Kernmantle (core + sheath) • Diameter: 10.5 mm – 12 mm • Material: Nylon or polyester • Stretch: ≤ 5% (very low elongation) • Strength: 25–40 kN (certified) CE / UIAA / NFPA (life safety) as per drawing and as directed by the engineer incharge | Rft | 105 | 218.63 | 22956.15 |
| 218 | Â | Total Amount | Â | Â | 1939946.54945 | Â |
| 219 | Sr.No | DESCRIPTION | UNIT | Â | RATE | Â |
| 220 | Â | Â | Â | Â | Rs. | Â |
| 221 | 3. EARTHWORK (EXCAVATION & EMBANKMENT) | Â | Â | Â | Â | Â |
| 222 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 0.938 | 17088.2 | 16028.7316 |
| 224 | 6/5-i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | %Cft | 0.368 | 35568.7 | 13089.2816 |
| 226 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 25.2 | 603.95 | 15219.54 |
| 228 | 6/6-a-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) Reinforced cement concrete in roof slab, beams, columns lintels, girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 56.19 | 756.7 | 42518.973 |
| 230 | 6/12-b-ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | %Kg | 4.273 | 28479.6 | 121693.3308 |
| 232 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. Ratio 1:3 | %Cft | 3.117 | 43953.45 | 137002.90365 |
| 234 | 6/37-bii | Providing and laying damp proof course of cement concrete 1:2: 4(using cement, sand and shingle), including bitumen coating :- (b) with 2 coats of bitumen: ii) 2" thick (50 mm) | %Sft | 0.197 | 13852.35 | 2728.91295 |
| 236 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | %Sft | 3.977 | 4923.45 | 19580.56065 |
| 237 | 11/18 a | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- a) ratio 1:2 | %Sft | 3.977 | 5372.7 | 21367.2279 |
| 239 | 13/33-a | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) new surface: i) 1st coat ii) 2nd coat | %Sft | 3.977 | 7789.7 | 30979.6369 |
| 241 | 18/27-c | Providing, fabrication and fixing Vertical Post comprising of medium quality G.I Pipe of specified diameter, including the cost of clamping arrangements, top cover, hold fasts, PCC 1:2:4 footing of specified depth and excavation etc complete in all respect, as approved and directed by the engineer incharge (c) 4 inch diameter (footing 1.5'x1.5'x3') | Rft | 24.84 | 2223.75 | 55237.95 |
| 242 | Â | Total Amount | Â | Â | 475447.04905 | Â |
| 243 | Items No. | DESCRIPTION | UNIT | Â | RATE | Â |
| 244 | Â | Â | Â | Â | Rs. | Â |
| 245 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 2.854 | 17088.2 | 48769.7228 |
| 247 | 6/5-i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | %Cft | 0.834 | 35568.7 | 29664.2958 |
| 249 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 398 | 603.95 | 240372.1 |
| 251 | 12/1-b | Plain wood work sawn, wrought, planed and fixed inposition, including b) Shisham wood | Cft | 4.463 | 11013.4 | 49152.8042 |
| 253 | 6/12-b ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | % Kgs | 19.9 | 28479.6 | 566744.04 |
| 255 | 25/9 | Small iron work, such as gusset plates, knees, bends, stirrups straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | %Kgs | 21.327 | 48365.5 | 1031491.0185 |
| 257 | 25/11 | Erection and fitting in position iron trusses, staging of water tanks, etc. | %Kgs | 20.311 | 2042.95 | 41494.35745 |
| 258 | NS-1 | Providing and applying Hot-Dip Galvanizing (HDG) to Mild Steel (MS) components including angles, pipes, sheets, and fabricated structural members, comprising complete surface preparation (degreasing, pickling, rinsing, and fluxing), followed by immersion in molten zinc bath to achieve a uniform, metallurgically bonded zinc coating of minimum 100 microns thickness (0.1 mm) or as specified. The rate shall include loading, unloading, transportation to and from galvanizing plant, handling, provision of vent/drain holes (if required), and one-time refixing/reinstallation of members after galvanizing, complete in all respects, as directed by the Engineer Incharge. | %Kg | 21.327 | 43500 | 927724.5 |
| 260 | NS | Providing and Fixing Tension Wire 6/8" Thick including Special Screws, Turnbuckles and making hooks, Complete in all respects or as per directed by Engineer Incharge | Rft | 147 | 1451.36 | 213349.92 |
| 261 | Â | Total Amount | Â | Â | 3148762.75875 | Â |
| 262 | Items No. | DESCRIPTION | UNIT | Â | RATE | Â |
| 263 | Â | Â | Â | Â | Rs. | Â |
| 264 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). 1) Depth upto 5ft (1.5m) a) By Manual ii) Ordinary soil | %0Cft | 0.68 | 17088.2 | 11619.976 |
| 266 | 6/5-i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | %Cft | 0.425 | 35568.7 | 15116.6975 |
| 268 | 6/6-c-3 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (c) Reinforced cement concrete in Pile cap, slab of rafts / strip foundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- (3) Type C (nominal mix 1: 2: 4) | Cft | 317.4 | 603.95 | 191693.73 |
| 270 | 6/12-b ii | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (b) Deformed bars (ii) (Grade-60 | % Kgs | 11.109 | 28479.6 | 316379.8764 |
| 272 | 25/9 | Small iron work, such as gusset plates, knees, bends, stirrups straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | %Kgs | 12.424 | 48365.5 | 600892.972 |
| 274 | 25/11 | Erection and fitting in position iron trusses, staging of water tanks, etc. | %Kgs | 12.424 | 2042.95 | 25381.6108 |
| 276 | NS-1 | Providing and applying Hot-Dip Galvanizing (HDG) to Mild Steel (MS) components including angles, pipes, sheets, and fabricated structural members, comprising complete surface preparation (degreasing, pickling, rinsing, and fluxing), followed by immersion in molten zinc bath to achieve a uniform, metallurgically bonded zinc coating of minimum 100 microns thickness (0.1 mm) or as specified. The rate shall include loading, unloading, transportation to and from galvanizing plant, handling, provision of vent/drain holes (if required), and one-time refixing/reinstallation of members after galvanizing, complete in all respects, as directed by the Engineer Incharge. | %Kg | 12.424 | 43500 | 540444 |
| 277 | 23/19-2viii | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipeline in trenches,using G.I. pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves. 2) Medium Quality viii) 3" i/d (75 mm) 4.05mm thick | Rft | 123 | 1425.45 | 175330.35 |
| 279 | Â | Total Amount | Â | Â | 1876859.2127 | Â |
| 280 | Items No. | DESCRIPTION | UNIT | Â | RATE | Â |
| 281 | Â | Â | Â | Â | Rs. | Â |
| 282 | 11. SURFACE RENDERING | Â | Â | Â | Â | Â |
| 283 | 16--31 | Providing and laying stone pitching, hand packed, with surface levelled off to the correct section and voids filled in 1:8 cement, sand mortar, in floors of bridges along banks and in appons etc. i) top layer on slope | %Cft | 362.53 | 21717.95 | 7873408 |
| 284 | 8--1 | Random, rubble masonry (uncoursed), in foundation and plinth: i) Ratio 1:3 | %Cft | 106 | 39360.9 | 4172255.4 |
| 285 | 8--3 | Random rubble masonry (uncoursed) in ground floor or 20 ft.(6 m) height, building/other than building. i) Ratio 1:3 | %Cft | 95.4 | 41195.7 | 3930069.78 |
| 286 | 45 | Providing and fixing precast (K-2 type) Edge Kerb Stone (3-1/2"X6-1/2"X 7-1/2"), of 3500 PSI Compressive Strength, embeded in PCC (1:2:4) over lean concrete (1:4:8) i/c excavation and grouting with cement etc. complete in all respect as approved and directed by the Engineer Incharge. | P-Rft | 4888 | 571.05 | 2791292.4 |
| GRAND TOTAL: | Rs 45,801,612.71 |
Construction of Obstacles and Tracks for tarining of forces.
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] |
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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: CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)), Deputy Director Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory
The Supplier is:
The title of the subject procurement is: Construction of Additional facilities in the National Police Academy Sector H-11,Islamabad (SH: Construction of Obstacles and Tracks at School of Tactics cum National Police University
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:
CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)), Deputy Director
Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory
+92-300-950-4647
dd.specialproject1@cda.gov.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:
CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)), Deputy Director
Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory
+92-300-950-4647
dd.specialproject1@cda.gov.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.
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.:P82084
To: CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)), Deputy Director Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory
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 CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)), Deputy Director Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory
(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., Construction of Additional facilities in the National Police Academy Sector H-11,Islamabad (SH: Construction of Obstacles and Tracks at School of Tactics cum National Police University (P82084) 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: CDA Special Project Division - I, CDA (Capital Development Aurhority (CDA)), Deputy Director Room No. 56, Old Naval HQ G-6 Markaz, Islamabad Capital Territory
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}