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).
Gwadar Port Authority (Gwadar Port Authority), Director
GPA Head Office, Pak-China Friendship Avenue., Gwadar, Gwadar (District), Makran Division (Division), Balochistan (Province).
+92-321-806-1223
dir.planning.gpa@gmail.com
The following specific data for the procurement of Goods to be procured shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITB). Whenever there is a conflict, the provisions herein shall prevail over those in ITB.
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BDS Clause Number |
ITB Number |
Amendments of, and Supplements to, Clauses in the Instruction to Bidders |
A. Introduction |
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1 |
1.1 |
Name of Procuring Agency:Â Gwadar Port Authority (Gwadar Port Authority) The subject of procurement is:Â Infrastructure Works of Off-Dock Terminal at Gwadar Expected commencement date: Tuesday, November 17, 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: P150651Â |
| 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: Saturday, November 7, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on Gwadar Port Authority (Gwadar Port Authority) 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. | 11.2Â |
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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: 120 Days |
| 14. |
17.1Â |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee, Demand Draft  |
| 16. | 15.1 |
Alternative Bids to the requirements of the bidding documents will not be permitted. |
D. Submission of Bids |
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17. |
18.1 & 21.1 |
Bid shall be submitted online on EPADS v2.0 whereas hard copy of the bid security should be submitted to the following; GPA Head Office, Pak-China Friendship Avenue., Gwadar, Gwadar (District), Makran Division (Division), Balochistan (Province). Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Tuesday, November 10, 2026 10:00 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 November 10, 2026 Time : 10:30 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:Â Pay Order, Banker's Cheque, Bank Guarantee, Demand Draft |
| 21. | 45.1 |
Arbitrator shall be appointed by mutual consent of the both parties. |
G. Review of Procurement Decisions |
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22. |
37 |
Grievance against this procurement shall be submitted online on EPADS v2.0. |
All Active Taxpayers shall be eligible to participate in the procurement process, unless expressly excluded or otherwise restricted under the Eligibility Criteria specified by the Procuring Agency.
| Required Registration |
|---|
| FBR (NTN) FBR (GSTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| Valid PEC registration in Category C-3 with specialized Codes: CE-01, CE-03, CE-10 & EE-04 National Tax Number Certificate (FBR) with Tax return (FY-2025-2026), GST must be active. Registration in Balochistan Revenue Authority AFFIDIVAT (on stamp paper) regarding not blacklisting in any organization. AFFIDIVAT (on stamp paper) regarding sole proprietorship of firm Integrity Pact (on stamp Paper) dully signed/stamp by owner of firm or authorized person | Yes |
Least Cost Based Selection (LCBS)
Weightage
| Technical Evaluation % |
|---|
| 100 |
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 70 | |
| (Technical Evaluation Criteria) | ||
| 1. Two Project/work of Construction of Boundary Wall amounting to Rs.70 Million or more completed during last 03 years (Letter of Acceptance, Letter of Commencement & Completion certificate to be attached) each project 15 marks 2. Two Project/work construction of Road amounting to Rs.70 million or more completed in last three year (Letter of Acceptance, Letter of Commencement & Completion certificate to be attached) each project 15 marks 3. Two Projects/work related to infrastructure works (Building or Roads or Boundary Wall) costing Rs.200 Million or more completed last five year (Letter of Acceptance, Letter of Commencement & Completion certificate to be attached) each project 10 marks (Quantitative)(Doc Required) | 80 | |
| Project Manager B.E./ B.Sc. Civil Engineering with 10 year experience (experience will be counted as per PEC registration date) 05 marks Site Engineer (Civil) B.E./ B.Sc. (Civil Engineering) with 5 year experience (experience will be counted as per PEC registration date) 05 marks Sub-Engineer Diploma (Civil Engineering) with 5 year experience. 2.5 marks Quantity Surveyor Diploma in Civil Engineering or other approved survey certificate with 5 year experience 2.5 marks (Quantitative)(Doc Required) | 15 | |
| Available bank credit line limit to be Rs.35 million 2.5 marks Average working capital for last three years is equal to Rs200 million (each year). 2.5 marks (Quantitative)(Doc Required) | 5 | |
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Infrastructure Works of Off-Dock Terminal at Gwadar | Address: Off-Dock Terminal Project Site at Coastal Highway near New Gwadar International Airport Gwadar Schedule: 230 Days Quantity: 1/job |
1/job | 4744146 PKR |
| Item | UNSPSC | Delivery Schedule | Quantity | Bid Security | Related to Job/Lot |
|---|---|---|---|---|---|
| Infrastructure Works of Off-Dock Terminal at Gwadar | Building construction management |
Address: Off-Dock Project Site near NGIA Gwadar
Schedule: 230 Days
Quantity: 1/job
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1/job | 0 PKR | Infrastructure Works of Off-Dock Terminal at Gwadar (Job) |
No
Jobs Without Lots :
Job: Infrastructure Works of Off-Dock Terminal at Gwadar
Specifications / Requirements:
| Sr. No | Ref. No. | DESCRIPTION | UNIT | QTY | RATE | Â | AMOUNT |
|---|---|---|---|---|---|---|---|
| 1 | Â | CIVIL WORKS | Â | Â | Â | Â | Â |
| 2 | Â | A- BOUNDRY WALL | Â | Â | Â | Â | Â |
| 3 | 1 | Execavation in foundation in shingle or gravel soil of buildings, bridges and other structures , depth up to 4 meters including degbelling dressing refilling around structres with execavted earth watering and ramming lead up to 30 m lift up to 1.5m 3-21/bii | CFT | 92432 | 11.77 | Eleven Point Seven Seven | 1087924.64 |
| 4 | 2 | Providing and laying cement concrate 1:4:8 (1 cement 4 sand 8 crush) using crushed size 19mm (3/4") and down gauge in foundation including levelling compacting and curing 5 - 8 / e | CFT | 3698.75 | 358.91 | Three Hundred Fifty Eight Point Nine One | 1327518.3625 |
| 5 | 3 | Providing and febricating and laying Tor steel grade 40 having yeild strength equal to 60000 psi reinforcment for all kind of RCC work in foundation , plinth and ground floor including the cost of straightening , removal of rust , cutting bending , binding wastage and providing such overlap as are not shown on the drawings , the cost of buinding wire and precast 1:2:4 cement concrate spacer block or MS chairs for binding and holding the reainforcement in position is inclusive up to 5m (14.6 ft) (S.No 5-65/a) | Tons | 108.9950064 | 354350.42 | Three Hundred Fifty Four Thousand Three Hundred Fifty Point Four Two | 38622426.295743 |
| 6 | 4 | Providing and laying cement concrate 1:2:4 (1 cement 2 sand 4 crush) using crushed size 19mm (3/4") and down gauge in foundation bed including levelling , form work , compacting , curing , and removal of form work. 5-8-c | CFT | 14795 | 458.34 | Four Hundred Fifty Eight Point Three Four | 6781140.3 |
| 7 | 5 | Providing and laying 1:2:4 cement concrete using shingle or bajri 19mm and down gauge in plinth band, door band and roof band of required shape or section including formwork and its removal, compacting and curing in basement and ground floor but excluding the cost of reinforcement. 5-49/a | CFT | 7343.2 | 519.07 | Five Hundred Nineteen Point Seven | 3811634.824 |
| 8 | 6 | Providing and laying 1:3:6 cement concrete block masonry using Coarse Sand and Approved crushed aggregate 3/4" (19mm) & down gauge including scaffolding, raking out joints and curing in basement. 9-7ciii | CFT | 82462.75 | 431.68 | Four Hundred Thirty One Point Six Eight | 35597519.92 |
| 9 | 7 | Providing and laying in Situ cement concrate 1:2:4 (1 cement 1.5 sand 3 crush) using crush size 19mm (3/4") and down gauge in Columns concrete including formwork compacting curing and removal of form work 5-15-c | CFT | 11184 | 561.62 | Five Hundred Sixty One Point Six Two | 6281158.08 |
| 10 | 8 | 19mm (3/4") thick cement plaster 1:4 cement mortor ratio on wall and coloumns in basment plinth and ground floor including making edges cornor and curing. 15-4/iii | SFT | 287462 | 62.56 | Sixty Two Point Five Six | 17983622.72 |
| 11 | 9 | Applying weather resistant paint coating such as ICI weather shield,Berger weather coat or equivalent to interior or exterior walls or ceiling including supplying all labour, materials, scaffoldings and removal of debris etc. @ atleast 3.50 litre per 10 (17-69-1) | SFT | 178212 | 76.45 | Seventy Six Point Four Five | 13624307.4 |
| 12 | 10 | Providing M.S. Tees, angles and flats including fixing in position. (28-33) | Kg | 1000 | 406.97 | Four Hundred Six Point Nine Seven | 406970 |
| 13 | 11 | Providing and fixing First class deodar wood 3" thick gate as per design approved by the Engineer in charge with necessary male and female hinges, stopper, locking arrangements, cutting wall and making good the same as required. ( S.No 16-34-1) | SFT | 232 | 2170.75 | Two Thousand One Hundred Seventy Point Seven Five | 503614 |
| 14 | 12 | Painting with ICI/Berger or equivalent super gloss synthetic enamel paint in two or more coats as per manufacturer's instructions on wood work over and including the cost of priming coat, surface preparation, rubbing down smooth, knotted, filling cracks, holes 1.65 Litre per 10 Sq.m) and joints in ground floor or basement. (@ atleast ( S.No 17-6-1) | SFT | 464 | 62.48 | Sixty Two Point Four Eight | 28990.72 |
| 15 | Â | SOLAR LIGHT FIXTURES COMPLETE SYSTEM | Â | Â | Â | Â | Â |
| 16 | 13 | Supply, installation testing and commissioning of solar LED street lights 180W all in one suitable for the project requirement with 180lm/w(+/-5%) lumens. Typically around 6000k or 6500k, providing a natural, bright white light. Fully IP65 with corrosion resistant diecast aluminum housing silicon gasket, thermally hardened glass. Light distribution of luminaire should be symmetric and optics should be anti dust exposed lenses. typically uses a high effiviency monocrystalline silicon solar panel . With built in Lithium Ferro Phosphate (LifePO4) battery and time and brightness control intelligent charge controller to operate dusk to dawn sensor for automatic on/off and can be equipped with remote control for mode edjustments . with at least 10-12 hrs backup. | No | 10 | 60000 | Sixty Thousand | 600000 |
| 17 | Â | B- Land Scaping | Â | Â | Â | Â | Â |
| 18 | 14 | Levelling anddressing the ground by cutting and filling of earth in depth upto 6 inches including consolidating. | Sq.m. | 40000 | 19.8 | Nineteen Point Eight | 792000 |
| 19 | 15 | Making earthen embankment with earth taken from approved borrow pits i/c cost of excavation , placing in layers not exceeding 9" (230 mm) in depth i/c dressing top and sides of the bank within a lift of 5ft (1.5 m) (Excluding the royality of earth , Compaction and its carriage) | Cum | 49200 | 148.52 | One Hundred Forty Eight Point Five Two | 7307184 |
| 20 | 16 | Compaction of earthen embankments to full depth and width below sub grade level by mechanical means in layers not exceeding 8" (200 mm) in depth at optimum moisture content i/c watering and mixing by mechanical means. The sub grade embankment shall be compacted to at least 95% modified AASHTO maximum dry density for their full depth and width. | Cum | 49200 | 363.95 | Three Hundred Sixty Three Point Nine Five | 17906340 |
| 21 | Â | C- Road Works | Â | Â | Â | Â | Â |
| 22 | 17 | Preparation and compaction upto 95% modified AASHTO of natural ground upto a depth of 8" (20mm) in ordinary soil. | Sqm | 16500 | 39.99 | Thirty Nine Point Nine Nine | 659835 |
| 23 | 18 | Excavation or cutting to a required grade, camber and side slopes including dressing top and sides and disposal of excavated material within a lift of 5ft (1.5m) and lead upto 100 ft. (30m) | Cum | 2714.4 | 435.96 | Four Hundred Thirty Five Point Nine Six | 1183369.824 |
| 24 | 19 | Extra if excavated earth is required to be filled in road embankment by placing it in layers not exceeding 9" (230mm) in depth including dressing top and sides of the bank. | Cum | 2714.4 | 157.5 | One Hundred Fifty Seven Point Five | 427518 |
| 25 | 20 | Making earthen embankment with earth taken from approved borrow pits i/c cost of excavation , placing in layers not exceeding 9" (230 mm) in depth i/c dressing top and sides of the bank within a lift of 5ft (1.5 m) (Excluding the royality of earth , Compaction and its carriage) | Cum | 21019.5 | 148.52 | One Hundred Forty Eight Point Five Two | 3121816.14 |
| 26 | 21 | Compaction of earthen embankments to full depth and width below sub grade level by mechanical means in layers not exceeding 8" (200 mm) in depth at optimum moisture content i/c watering and mixing by mechanical means. The sub grade embankment shall be compacted to at least 95% modified AASHTO maximum dry density for their full depth and width. | Cum | 21019.5 | 363.95 | Three Hundred Sixty Three Point Nine Five | 7650047.025 |
| 27 | 22 | Providing and laying pitrun gravel in sub base or base course of any thickness to rquired grade and camber including watering and compacting with road roller with all lead and lift. (Compacted thickness to be measured) | Cum | 2981.88 | 1618.69 | One Thousand Six Hundred Eighteen Point Six Nine | 4826739.3372 |
| 28 | 23 | Supplying and laying graded aggregated base course of crushed stone of approved quality, i/c placing , mixing, spreading, watering, and compacteing base course to required depth, camber and grade to achieve 100% max modified AASHTO dry density conforming to AASHTO classification T-180 with mechanical means and with all lead and lift .(Carriage of crushed stone is included in the rate within 5 km of project premises.)(S I No 21-17) | Cum | 1232.55 | 3048.28 | Three Thousand Forty Eight Point Two Eight | 3757157.514 |
| 29 | 24 | Carriage of 100 Cft (2.83 Cum) of all material like Clay, Stone, aggregate, spawl, kankar lime (unslaked), surkhi, etc. or 150 Cft. (4.25 cu.m) of timber, by truck or by any other means owned by the contractor upto 16km from Quarry (70 Km) S.I.No:1(a-k) P.No:1-1 | Â | Â | Â | Â | Â |
| 30 | Â | Sub Base | Cum | 2981.88 | 864.69964664311 | Eight Hundred Sixty Four Point Six Nine | 2578430.5823322 |
| 31 | Â | Aggregate Base | Cum | 1232.55 | 1004.1342756184 | One Thousand Four Point One Three | 1237645.7014134 |
| 32 | 25 | Providing and applying prime coat of liquid asphalt (cut back) of any approved grade using asphalt ( cut back) i/c cleaning and brooming of road surface. | Sqm | 8052 | 417.03 | Four Hundred Seventeen Point Three | 3357925.56 |
| 33 | 26 | Providing and laying hot mix bituminous concrete in road pavement laid with mechanical paver and mixed in central mixing plant in required thickness and density , rolled hot with different types of rollers complete as per specification and job mix formula and design in single layer in 2" (50mm) compected thickness. | Sqm | 8052 | 2305.45 | Two Thousand Three Hundred Five Point Four Five | 18563483.4 |
| 34 | 27 | P/L Road marking with T.P (Thermoplastic )reflective paint 6" wide complete in all respect. | RM | 2750 | 455.64 | Four Hundred Fifty Five Point Six Four | 1253010 |
| 35 | 28 | REFLECTORISED PLASTIC PAVEMENT STUD (RAISED PROFILE TYPE - DOUBLE). | No | 1650 | 894 | Eight Hundred Ninety Four | 1475100 |
| 36 | Â | D- Pipe Culverts | Â | Â | Â | Â | Â |
| 37 | 29 | Excavation in foundation of buildings and bridges including layout, dressing, refilling around structures with excavated earth, watering & ramming lead upto 100 ft. (30m) & lift upto 5 ft. (1.5m) | Cu.m | 75.27024 | 415.62 | Four Hundred Fifteen Point Six Two | 31283.8171488 |
| 38 | 30 | Providing and laying plain machine mixed cement concrete using coarse sand and crushed aggregate having maximum size upto 1-1/2" (38mm) & down gauge in foundation including levelling, compacting and curing. | Cu.m | 7.3266 | 11768.99 | Eleven Thousand Seven Hundred Sixty Eight Point Nine Nine | 86226.682134 |
| 39 | 31 | Providing and laying 1:2:4 cement concrete using approved coarse sand and crushed aggregate 3/4" (19mm) and down gauge in sills and Bed Plate including formwork and its removal, compacting Cum.and curing | Cu.m | 13.15656 | 15143.88 | Fifteen Thousand One Hundred Forty Three Point Eight Eight | 199241.3658528 |
| 40 | 32 | R.C.C pipe with bell & spigot or tongued & grooved joint conforming to ASTM C-76 class II wall B or BS 3911 Part I class M including cost of reinforcement. | Cu.m | 43.888 | 6872.46 | Six Thousand Eight Hundred Seventy Two Point Four Six | 301618.52448 |
| 41 | 33 | Providing and laying in situ cement concrete using approved coarse sand and crushed aggregate having maximum size upto 3/4" (19mm) and down gauge in foundation including formwork using wooden braces and without wall ties, compaction, curing and removal of formwork | Cu.m | 28.6263615 | 16360.87 | Sixteen Thousand Three Hundred Sixty Point Eight Seven | 468352.17907451 |
| 42 | 34 | Providing and laying 1:2:4 cement concrete using approved coarse sand and crushed aggregate 3/4" (19mm) and down gauge in balustrade of stairs or balcony, sun breakers, sun shades, parapets and eave boards upto 3" (75 mm) of required shape or section Cum. including formwork & its removal, compacting and curing in basement and ground floor. | Cu.m | 1.404 | 21976.12 | Twenty One Thousand Nine Hundred Seventy Six Point One Two | 30854.47248 |
| 43 | Â | E- Office Cum Residential Building ( Civil Works) | Â | Â | Â | Â | Â |
| 44 | 35 | Excavation in foundation of buildings and bridges including layout, dressing, refilling around structures with excavated earth, watering & ramming lead upto 100 ft. (30m) & lift upto 5 ft. (1.5m) with machinery | Cft | 6512 | 11.33 | Eleven Point Three Three | 73780.96 |
| 45 | 36 | Providing and laying stone soling 6" thick with approved stone to required grade and camber including packing with spawls, chips, watering, compacting with road roller and with all lead and lift.(including royalty of Quarry). | Cft | 185 | 105.07 | One Hundred Five Point Seven | 19437.95 |
| 46 | 37 | Providing and laying 1:4:8 in situ cement concrete using approved coarse sand and crushed aggregate having maximum size upto 1-1/2" (38mm) and down gauge in foundation including formwork and its removal, compaction and curing | Cft | 212.19 | 338.21 | Three Hundred Thirty Eight Point Two One | 71764.7799 |
| 47 | 38 | Providing and laying polythene sheet 0.13mmthick under floors forwater proofing laid as per instructions of the Engineer in ground floor. | Sft | 1091.025 | 48.58 | Forty Eight Point Five Eight | 53001.9945 |
| 48 | 39 | Providing, fabricating and laying deformed Grade 60 steel reinforcement (deformed bar) for all kinds of R.C.C work in foundation, plinth and ground floor including the cost of straightening,removal of rust, cutting, bending, binding, wastage and providing such over-laps as are not shown on the drawings. The cost of binding wire and cement concrete spacer blocks or chairs for binding and holding the reinforcement in position is inclusive upto 15 ft. (5m) height . | Kg | 11380.951772 | 354.35 | Three Hundred Fifty Four Point Three Five | 4032840.2604082 |
| 49 | 40 | Providing and laying 1:2:4 cement concrete using coarse sand and crushed aggregate having maximum size up to 19 mm & down gauge in foundation i/c levelling, compacting and curing | Cft | 570.625 | 458.34 | Four Hundred Fifty Eight Point Three Four | 261540.2625 |
| 50 | 41 | Providing and laying 1:2:4 cement concrete using approved course sand and crushed aggregate 3/4" (19mm) and down gauge in pillars and columns of any shape in super structure including compacting, curing, cost of form-work & its removal in basement and ground floor. | Cft | 88.4 | 561.62 | Five Hundred Sixty One Point Six Two | 49647.208 |
| 51 | 42 | P/L 1:3:6 cement concrete B/M 150mm thick using graded screened crushed stone 19mm (3/4") and down gauge in ground floor super structure including scaffolding, raking out joints and curing. | Cft | 475.7 | 435.48 | Four Hundred Thirty Five Point Four Eight | 207157.836 |
| 52 | 43 | Providing and laying 1:2:4 cement concrete using approved coarses and and crushed aggregate 3/4" (19mm.) and down gauge in plinth band , door band and roof band of required shape or section including form work and its removal, compacting and curing in basement and ground floor but excluding the cost of reinforcement. | Cft | 409.5375 | 519.07 | Five Hundred Nineteen Point Seven | 212578.630125 |
| 53 | 44 | Providing and applying two coats of hot bitumen (maxphalt 80/100 or equivalent) using 1.22 kg per square meter for first coat and 1.00 kg per square meter for second coat including cleaning surface, heating and spraying asphalt on concrete faces. | Sft | 1639.95 | 43.12 | Forty Three Point One Two | 70714.644 |
| 54 | 45 | Filling, watering and compacting earth under floors in layers not exceeding 8 inchs in thickness.With new earth excavated from outside, lead upto 100 ft. (30m) and lift upto 5 ft. (1.5m) including royality of Clay | Cft | 13104 | 10.41 | Ten Point Four One | 136412.64 |
| 55 | 46 | Providing and laying stone soling 6" thick with approved stone to required grade and camber including packing with spawls, chips, watering, compacting with road roller and with all lead and lift.(including royalty of Quarry). | Cft | 865.5 | 105.07 | One Hundred Five Point Seven | 90938.085 |
| 56 | 47 | Providing and laying 1:4:8 in situ cement concrete using approved coarse sand and crushed aggregate having maximum size upto 1-1/2" (38mm) and down gauge in foundation including formwork and its removal, compaction and curing | Cft | 576.423 | 338.21 | Three Hundred Thirty Eight Point Two One | 194952.02283 |
| 57 | 48 | Providing and laying 2" (50mm) thick damp proof course with 1:2:4 cement concrete Coarse Sand and crushed aggregate 1/2" (13mm) and down gauge including applying a coat of hot bitumen 80/100 or equivalent using 1.71 Kg per sq.m. and laying single layer of polythene sheet 0.13 mm thick (500 gauge) on damp proof course, including cleaning surface and spraying. | Sft | 267.665 | 184.39 | One Hundred Eighty Four Point Three Nine | 49354.74935 |
| 58 | 49 | Providing and laying 1:2:4 cement concrete using approved course sand and crushed aggregate 3/4" (19mm) and down gauge in pillars and columns of any shape in super structure including compacting, curing, cost of form-work & its removal in basement and ground floor. | Cft | 170 | 561.62 | Five Hundred Sixty One Point Six Two | 95475.4 |
| 59 | 50 | P/L 1:3:6 cement concrete B/M 150mm thick using graded screened crushed stone 19mm (3/4") and down gauge in ground floor super structure including scaffolding, raking out joints and curing. | Cft | 2443.06 | 425.19 | Four Hundred Twenty Five Point One Nine | 1038764.6814 |
| 60 | 51 | Providing and laying 1:2:4 cement concrete using approved coarses and and crushed aggregate 3/4" (19mm.) and down gauge in plinth band , door band and roof band of required shape or section including form work and its removal, compacting and curing in basement and ground floor but excluding the cost of reinforcement. | Cft | 320.25 | 530.18 | Five Hundred Thirty Point One Eight | 169790.145 |
| 61 | 52 | Providing and laying 1:2:4 cement concrete using approved coarse sand and crushed aggregate 3/4" (19mm) and down gauge in beams, lintels and cantilevers of required shape or section including formwork and its removal compacting and curing in basement and ground floor. | Cft | 319.5 | 548.57 | Five Hundred Forty Eight Point Five Seven | 175268.115 |
| 62 | 53 | Providing and laying 1:2:4 cement concrete using approved coarse sand and crushed aggregate 3/4" (19mm) and down gauge in slabs including formwork and its removal, compacting and curing . | Cft | 1233 | 560.53 | Five Hundred Sixty Point Five Three | 691133.49 |
| 63 | 54 | 3/4 inch (19mm) thick cement plaster using Coarse Sand on walls and columns in basement, plinth and ground floor including making edges, corners and curing. | Sft | 10709 | 62.56 | Sixty Two Point Five Six | 669955.04 |
| 64 | 55 | Cement plaster using Coarse Sand on soffits of ceiling, cantilever slabs, sides and soffits of beams, in basement and ground floor including making edges, corners and curing | Sft | 2272 | 60.66 | Sixty Point Six Six | 137819.52 |
| 65 | 56 | Providing and fixing First class wood built in frame of required size with 1/2" (13mm) thick beading as stopper of the same for doors, windows, ventilators, windows, shelves and partitions. Kail wood | Cft | 30.885 | 7676.43 | Seven Thousand Six Hundred Seventy Six Point Four Three | 237086.54055 |
| 66 | 57 | Providing and laying 1/4" to 3/8" (6mm to 9mm) thick Glazed/ Matt tiles of any colour and size in ground floor laid over 1" (25mm) thick cement sand mortar base including jointing and washing the tiles with white cement slurry of matching color by using color pigment and curing. | Sft | 2256 | 278.29 | Two Hundred Seventy Eight Point Two Nine | 627822.24 |
| 67 | 58 | Providing and laying 3/4"(19mm) thick Granite polished tiles of any size on floor of approved design in any color, shade and pattern in ground floor over 3/8"thick base cement sand mortar 1:3 including setting the tiles with portland cement slurryover cement sand jointing and washing thetiles with cement slurry of matching color including grinding, rubbing ,polishing & mortar cost | Sft | 194 | 1491.66 | One Thousand Four Hundred Ninety One Point Six Six | 289382.04 |
| 68 | 59 | Providing and fixing First class Teak wood shutters fully panelled with same wood and fixed with approved brass hinges and tower bolts. | Sft | 273 | 1952.79 | One Thousand Nine Hundred Fifty Two Point Seven Nine | 533111.67 |
| 69 | 60 | Providing and fixing locks with brass or specially supplied screws including Door Closers and Floor Hinges of approved design including cutting wood to required shape and size with two operating keys | No | 12 | 13784.41 | Thirteen Thousand Seven Hundred Eighty Four Point Four One | 165412.92 |
| 70 | 61 | Providing and fixing factory made uPVC fixedor openable glazed windows/ ventilators comprising of uPVC multi-chambered frame and mullion (where ever | Sft | 390 | 2121.72 | Two Thousand One Hundred Twenty One Point Seven Two | 827470.8 |
| 71 | 62 | Painting with ICI/Berger or equivalent plastic emulsion paint of approved shade in two or more coats as per manufacturer's instructions on plastered rendered and/or concrete surface over and including the cost of priming coat, surface preparation, dusting, rubbing down smooth, filling cracks, holes removing blisters and other blisters and other imperfections in ground floor or basement. (@ atleast 1.65 Litre per 10 Sq.m) | Sft | 5212 | 67.82 | Sixty Seven Point Eight Two | 353477.84 |
| 72 | 63 | Applying weather resistant paint coating such as ICI weather shield,Berger weather coat or equivalent to interior or exterior walls or ceiling including supplying all labour, materials, scaffoldings and removal of debris etc. @ atleast 3.50 litre per 10 | Sft | 2918.5 | 80.77 | Eighty Point Seven Seven | 235727.245 |
| 73 | 64 | Construction of Soakage pit 8ft deep for sewerage filled with stone boulders, complete in all respect as approved by the engineer incharge. | Nos | 2 | 480089.56 | Four Hundred Eighty Thousand Eighty Nine Point Five Six | 960179.12 |
| 74 | Â | F- Office Cum Residential Building ( Plumbing Works) | Â | Â | Â | Â | Â |
| 75 | 65 | Providing and Installing uPVC pipe IIL, Dadex or equivalent make registered with PSQCA in tubewell bore hole and/or laying, cutting, jointing and testing uPVC pipe lines in trenches. | Â | Â | Â | Â | Â |
| 76 | Â | 4" (100 mm) inner dia. | Rft | 220 | 804.31 | Eight Hundred Four Point Three One | 176948.2 |
| 77 | Â | 6" (150 mm) inner dia. | Rft | 200 | 1566.67 | One Thousand Five Hundred Sixty Six Point Six Seven | 313334 |
| 78 | 66 | Providing, laying, cutting, jointing, testing and disinfecting PPRC pipes confirming to ISO 4427, PN-20, complete in all respects with specials and valves etc. including all fittings, connnections and jointing material | Â | Â | Â | Â | Â |
| 79 | Â | iii (25mm) | Rft | 600 | 715.35 | Seven Hundred Fifteen Point Three Five | 429210 |
| 80 | Â | iv (32mm) | Rft | 150 | 1177.94 | One Thousand One Hundred Seventy Seven Point Nine Four | 176691 |
| 81 | Â | vi (50mm) | Rft | 100 | 2981.23 | Two Thousand Nine Hundred Eighty One Point Two Three | 298123 |
| 82 | 67 | Providing and fixing squatting type water closet with integral treads ICL Boch/Karam Cera or approved equivalent make including cost of inlet pipe cistern and lid cistern kit, stop cock deluxe type and other accessories, fittings, brackets, PVC down pipe, rubber rings/washers, making requisite number of holes in walls, plinth and floor for pipe connection and making good with approved material. | Nos | 4 | 20653.99 | Twenty Thousand Six Hundred Fifty Three Point Nine Nine | 82615.96 |
| 83 | 68 | Providing and fitting superior quality C.P. or brass oxidised 1/2" (12mm) swan neck pillar cock (tap) of approved make. Single way | Nos | 10 | 7536 | Seven Thousand Five Hundred Thirty Six | 75360 |
| 84 | 69 | Providing and fixing export quality glazed earthen ware wash basin manufactured by ICL Boch/Karam Cera or equivalent approved make with single hole chromium plated mixer tap 1/2" (15mm), pillar tap delux, stop cocks, C.I. or W.I. brackets 6" (150mm) built into walls 1.5" (40mm) C.P. brass waste with malleable iron or C.P. brass trap with malleable iron or brass union and making requisite number of holes in walls, plinth and floor for pipe connections and making good with approved material. | Nos | 4 | 15300 | Fifteen Thousand Three Hundred | 61200 |
| 85 | 70 | Providing and fixing stainless steel sink Pakistan made with C.I. or W.I brackets 6" built in wall, 1.5" (40 mm) rubber plug,C.P. brass chain, C.P. brass waste, pillar tap 2 way delux, 1.5" dia malleable iron or C.P. brass trap and unions and making requisite number of holes in walls, plinth and floor for pipe connections and making good with approved material. | Nos | 1 | 21460.8 | Twenty One Thousand Four Hundred Sixty Point Eight | 21460.8 |
| 86 | Â | Providing and fixing bathroom accessories as per approved list of manufacturer including fixing with Rawal plug of approved quality complete in all respect. | Â | Â | Â | Â | Â |
| 87 | 71 | Providing and fixing soap dish. | Nos | 4 | 531.6 | Five Hundred Thirty One Point Six | 2126.4 |
| 88 | 72 | Providing and fixing approved quality C.P. brass toilet paper holder Master /Sonex or equivalent make. | Nos | 4 | 1632 | One Thousand Six Hundred Thirty Two | 6528 |
| 89 | 73 | Providing and fixing Sonex/Master WC CR Shower including Connecting Flexible Pipe and bib cok including making requisite numbers of holes and making good with approved material. | Nos | 4 | 3859.2 | Three Thousand Eight Hundred Fifty Nine Point Two | 15436.8 |
| 90 | 74 | Providing and fixing superior quality gun-metal peet/gate valve (Class150) of approved make. | Â | Â | Â | Â | Â |
| 91 | Â | 1" (25 mm) dia. | Nos | 5 | 2442 | Two Thousand Four Hundred Forty Two | 12210 |
| 92 | Â | 2" (50 mm) dia. | Nos | 1 | 4740 | Four Thousand Seven Hundred Forty | 4740 |
| 93 | 75 | Providing and fixing superior quality C.P. check valve of approved make for water supply or gas lines. | Nos | 5 | 2184 | Two Thousand One Hundred Eighty Four | 10920 |
| 95 | 76 | Supply and install 55 gallons electric geyser | Nos | 1 | 47723.58 | Forty Seven Thousand Seven Hundred Twenty Three Point Five Eight | 47723.58 |
| 96 | 77 | Providing and fixing uPVC floor drain / Floor Gully of approved design with S.S. (304) grating with polish finish including requisite number of holes with pvc sleeve pipe in wall plinth or floor for pipe connection and making good the same as necessary to the structure complete including gasket and clamp complete. | Nos | 10 | 4000 | Four Thousand | 40000 |
| 97 | 78 | Providing and fixing standing shower concealed in wall with approved quality control valves,mixer unit and moveable shower head. | Nos | 2 | 51063.6 | Fifty One Thousand Sixty Three Point Six | 102127.2 |
| 98 | 79 | Providing and fixing looking mirror of Belgium/Malaysian/ Indonesian glass with chromium plated screws. | Nos | 4 | 2569.2 | Two Thousand Five Hundred Sixty Nine Point Two | 10276.8 |
| 99 | 80 | Providing and fixing 1/2"(12mm) single hole superior quality C.P.mixer of approved make for wash hand basin, sink or shower. | Nos | 5 | 5809.2 | Five Thousand Eight Hundred Nine Point Two | 29046 |
| 100 | 81 | Providing and fixing LDPE overhead tank manufactured by Duraor equivalent on top of any floor 300 gallons capacity | No | 1 | 27105.5 | Twenty Seven Thousand One Hundred Five Point Five | 27105.5 |
| 101 | Â | G- Office Cum Residential Building ( Electrical Works) | Â | Â | Â | Â | Â |
| 102 | 82 | Light circuit concealed /open wiring with length upto 75ft. (25m) from distribution board to point /switch with 3x2.5 Sq.mm PVC insulated single core copper conductor PakistanCables, Pioneer, Newage or approved equivalent cables for offices /multi storeyed buildings. Concealedwiringwith3/4" (20mm) dia. PVCconduit andaccessories suchas bends, elbows, junction boxes etc. | P.Point | 25 | 10857 | Ten Thousand Eight Hundred Fifty Seven | 271425 |
| 103 | 83 | Concealed /open wiring from point to switch with length upto 30ft.(10m) including any switch to switch wiring with 3x1.5 Sq.mm PVC insulated single core copper conductor Pakistan Cables, Pioneer, Newage or approved equivalent cables, Concealedwiringwith3/4" (20mm) dia. PVC conduit and accessories such as bends, elbows, junction boxes etc. | P.Point | 140 | 6500 | Six Thousand Five Hundred | 910000 |
| 104 | 84 | Supply and install 3-gang, 5 Amp, 250 Volt,. plate type moulded Clipsal/Schneider or equivalent imported switch including appropriate size plastic box to be fixed recessed in wall | P/No. | 10 | 1420.24 | One Thousand Four Hundred Twenty Point Two Four | 14202.4 |
| 105 | 85 | Supply and install 4-gang, 5 Amp, 250 Volt,. plate type moulded Clipsal/Schneider or equivalent imported switch including appropriate size plastic box to be fixed recessed in wall | P/No. | 30 | 1788.24 | One Thousand Seven Hundred Eighty Eight Point Two Four | 53647.2 |
| 106 | 86 | Supply and install combined 2/3 pin 5 Amps, 250 Volt switch socket unit including plastic box to be fixed recessed in wall | P/No. | 15 | 1732.44 | One Thousand Seven Hundred Thirty Two Point Four Four | 25986.6 |
| 107 | 87 | Supply and install combined 3 pin 15 Amps, 250 Volt switch socket unit including plastic box to be fixed recessed in wall 250 volt switch socket | P/No. | 20 | 2105.4 | Two Thousand One Hundred Five Point Four | 42108 |
| 108 | 88 | Supply and install weather proof incandescent light fixture comprising die-cast aluminium body with front glass cover fixed to the body by means of stainless steel screws and neoprene gasket, G.I. wire guard, 1 No 100W lamp, including all installation material Philips type or approved equivalent | P/No. | 4 | 10828.2 | Ten Thousand Eight Hundred Twenty Eight Point Two | 43312.8 |
| 109 | 89 | Supply and install surface mounted flourescent light fixture tube light with a 40W. Lamp TMS-140 Philips type or approved equivalent complete with ballast, power factor improvement capacitor, starter etc. and including all installation materials. | P/No. | 4 | 6324 | Six Thousand Three Hundred Twenty Four | 25296 |
| 110 | 90 | Surface mounted & wall mounted 15W LED Light Fixture, Color 4000K | P/No. | 41 | 4000 | Four Thousand | 164000 |
| 111 | 91 | Wall mounted 20W LED Mirror Light fixture, color 4000k. | P/No. | 4 | 8019.34 | Eight Thousand Nineteen Point Three Four | 32077.36 |
| 112 | 92 | 25A 3-PIN Switch Socket Unit for AC | P/No. | 4 | 5000 | Five Thousand | 20000 |
| 113 | 93 | 7W LED down light Fixture, Color 4000K | P/No. | 20 | 2000 | Two Thousand | 40000 |
| 114 | 94 | Supply and install 56" (1.42 m) sweep ceiling fan with fan hook and dimmer complete with all accessories | P/No. | 8 | 9164 | Nine Thousand One Hundred Sixty Four | 73312 |
| 115 | 95 | Supply and install 10" (250 mm) sweep exhaust fan including plastic louvers | P/No. | 3 | 5564.4 | Five Thousand Five Hundred Sixty Four Point Four | 16693.2 |
| 116 | 96 | Supply and install 20" (500 mm) sweep revolving bracket fan with guard. | P.No. | 4 | 8948.4 | Eight Thousand Nine Hundred Forty Eight Point Four | 35793.6 |
| 117 | 97 | Supply and install 25 sq.mm, 3.5 core, PVC insulated and sheathed multicore, 600/1000V cable with copper conductor directly clipped on surface of wall, column, beam, ceiling, etc. for power wiring | P.Rft | 295.29 | 791.59 | Seven Hundred Ninety One Point Five Nine | 233748.6111 |
| 118 | 98 | Provide, install, test and commission recessed wall mounting type distribution board fabricated from 16 SWG steel sheet, powder coated with approved color back box comprising one incoming MCCBTP/ 60A and outgoing 9 single phase MCB of various capacity having overload & short circuit protection and of 6 KA braking capacity complete with internal wiring earthing, nuetral link, termination blocks, phase indicating lights alongwith 500V voltmeter | P.No. | 1 | 55844.85 | Fifty Five Thousand Eight Hundred Forty Three Point Two Six | 55844.85 |
| 119 | Â | H- Civil Works for Base Of Ware House | Â | Â | Â | Â | Â |
| 120 | Â | Providing, fabricating and applying at any height except where otherwise stated in the specific item of the Bill of Quantities including all material, labour & plant for the following items complete in all respect as per drawings, approved shop drawings, technical specifications, miscellaneous details and instructions by the Architect/Engineer. | Â | Â | Â | Â | Â |
| 121 | Â | EARTH WORKS | Â | Â | Â | Â | Â |
| 122 | 99 | Excavation in foundation of buildings and bridges including layout, dressing, refilling around structures with excavated earth, watering & ramming lead upto 100 ft. (30m) & lift upto 5 ft. (1.5m) | Cum. | 1500 | 415.62 | Four Hundred Fifteen Point Six Two | 623430 |
| 123 | 100 | Filling, watering and compacting earth under floors in layers not exceeding 8 inchs in thickness. (3-16) | Â | Â | Â | Â | Â |
| 124 | Â | a) With surplus earth from foundation etc. | Cum. | 1250 | 217.01 | Two Hundred Seventeen Point One | 271262.5 |
| 125 | Â | b) With new earth excavated from outside , lead upto100ft. (30m)and lift upto 5ft. (1.5m) including royality of Clay | Cum. | 2500 | 367.46 | Three Hundred Sixty Seven Point Four Six | 918650 |
| 126 | Â | STONE SOLING OR Sub-base Matrial (Bajri) | Â | Â | Â | Â | Â |
| 127 | 101 | Providing and laying stone pitching with hammer dressed stones on surface laid in courses including lift of 1.5 m and lead upto 30m. (19-30) | Â | Â | Â | Â | Â |
| 128 | Â | a) 150mm thick Compacted stone soling plinth protection | Cu.m | 380 | 4920.72 | Four Thousand Nine Hundred Twenty Point Seven Two | 1869873.6 |
| 129 | Â | b) 300mm thick compacted stone soling in foundations | Cu.m | 500 | 4920.72 | Four Thousand Nine Hundred Twenty Point Seven Two | 2460360 |
| 130 | Â | TERMITE CONTROL TREATMENT | Â | Â | Â | Â | Â |
| 131 | 102 | Spraying approved anti-termite chemical mixed with water in the ratio of 1:40 | Sqm. | 736.52 | 162.69 | One Hundred Sixty Two Point Six Nine | 119824.4388 |
| 132 | Â | REINFORCEMENT | Â | Â | Â | Â | Â |
| 133 | 103 | Providing and laying reinforcement bars using hot rolled deformed billet steel bars conforming to ASTM A-615 Grade 60 having yield strength minimum 60,000 psi including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown over the drawings, placing in position on M.S. chairs, tying with binding wires, etc., in all kinds of RCC work complete in all respect. | ton | 8 | 354350.42 | Three Hundred Fifty Four Thousand Three Hundred Fifty Point Four Two | 2834803.36 |
| 134 | 104 | Providing and laying cement concrete using approved coarse sand and crushed aggregate 3/4" (19mm) &down gauge infoundation including leveling, compacting and curing | Cu.m | 185.62 | 16186.09 | Sixteen Thousand One Hundred Eighty Six Point Nine | 3004462.0258 |
| 135 | Â | I- Provision Of Security | Â | Â | Â | Â | Â |
| 136 | 105 | Provision Of Security from a private, reputable firm or as directed by the employer | P.Month | 72 | 62500 | Sixty Two Thousand Five Hundred | 4500000 |
| GRAND TOTAL: | Rs 237,207,302.00 |
Construction of Boundary Wall of 100 Acre Land for Off-Dock Terminal at Gwadar
Construction of Office for Off-Dock Terminal
Construction of Internal RoadsÂ
Civil works for base of Warehouse
Sandfilling/levelling of 25 acre land within the boundary of Off-Dock Terminal
Detail of Scope of works mentioned in BOQ
The successful Contractor to carry out the construction works as per approved BOQ/specification. Â
FIDIC Conditions of Contract: The FIDIC Conditions of Contract for Civil Engineering Works shall be applicable to this contract, subject to the amendments, Particular Conditions and other provisions specified in the bidding documents.
Retention Money shall be deducted at the rate of 5% of the gross amount of each Interim Payment Certificate (IPC). The total amount of Retention Money shall be 5% of the total Contract Price. The Contractor may submit an IPC for payment upon completion of work having a value of at least Rs. 10,000,000 (Rupees Ten Million), subject to measurement, verification and certification by the Engineer/authorized representative in accordance with the Contract. The IPC shall cover work executed in accordance with the approved specifications and contractual requirements.
All IPCs shall be processed and paid in accordance with the applicable provisions of the Contract, subject to verification of quantities, applicable deductions, retention money and other contractual requirements.
For Individual Jobs
| # | Job Title | Quantity | Unit Price (PKR) | Total Price (PKR) | Delivery Location | Delivery Period / Year | Country of Origin |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| 2 |
| # | Lot Title | Total Lot Price (PKR) | Country of Origin |
|---|---|---|---|
| 1 | [Lot 1 Title] |
Â
Â
Â
The following Special Conditions of Contract shall supplement the General Conditions of Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the Conditions of Contract. The corresponding clause number of the GCC is indicated in parentheses.
Number of GC Clause
Amendments of, and Supplements to, Clauses in the General Conditions of Contract
Number of GC Clause 1
Definitions
The Procuring Agency is: Gwadar Port Authority (Gwadar Port Authority), Director GPA Head Office, Pak-China Friendship Avenue., Gwadar, Gwadar (District), Makran Division (Division), Balochistan (Province).
The Supplier is:
The title of the subject procurement is: Infrastructure Works of Off-Dock Terminal at Gwadar
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:
Gwadar Port Authority (Gwadar Port Authority), Director
GPA Head Office, Pak-China Friendship Avenue., Gwadar, Gwadar (District), Makran Division (Division), Balochistan (Province).
+92-321-806-1223
dir.planning.gpa@gmail.com
Contractor/ Bidder:
[Name, address and telephone number]
The Contractor/ Bidder’s Representative(s)
[Name, address, telephone number and e-mail address]
Number of GC Clause 6.1
The Authorized Representatives are:
For the Procuring Agency:
Gwadar Port Authority (Gwadar Port Authority), Director
GPA Head Office, Pak-China Friendship Avenue., Gwadar, Gwadar (District), Makran Division (Division), Balochistan (Province).
+92-321-806-1223
dir.planning.gpa@gmail.com
For the Bidder:
Name: ………………………………………
Designation: ……………………..
Address: …………………………………………..
Number of GC Clause 7
Effectiveness of the contract
The Contractor/Bidder shall be effective within ….. days from the date of signature of the Contract by both parties
Number of GC Clause 8
Commencement of Contract:
The Contractor/Bidder shall provide Non-Consultancy Services from the effective date of contract.
Number of GC Clause 10.2
Expiration of Contract:
The time period shall be ……………………………
Number of GC Clause 14
Termination
In the event of termination of the contract due to any reason as already defined in the General Conditions of Contract, the Bidder shall be responsible for providing to the Authority the Goods till the time of alternate arrangements.
Number of GC Clause 16
Conflict of Interest:
The Procuring Agency reserves the right to determine on a case-by-case basis whether the Bidder should be disqualified from providing goods or services due to a conflict of a nature described in Clause GCC 17.
Number of GC Clause 20
Liquidated Damages
If the Bidder fails to provide services as required under the contract or in case of any data loss/data breach or any incident compromising the data security or other such failures related to any services, the Bidder shall pay to the Procuring Agency as Liquidated Damages at a rate of 0.01% to 10.00% of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority.
Number of GC Clause 21
Performance Guarantee:
The amount of performance guarantee shall be 10.00% of the contract price in acceptable form of Pay Order, Banker's Cheque, Bank Guarantee, Demand Draft
Number of GC Clause 27
Currency of Payment:
All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees.
Number of GC Clause 28
Payment terms:
Payment will be made to the Bidder against the procured Goods and services according to the actual invoice or running bills submitted by the Bidder against the services provided within the time given in the conditions of the contract.
Number of GC Clause 29
Identifying Defects:
The Authority reserves the right at any time to inspect the premises of the provider to inspect the goods and monitor the goods being provided.
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.:P150651
To: Gwadar Port Authority (Gwadar Port Authority), Director GPA Head Office, Pak-China Friendship Avenue., Gwadar, Gwadar (District), Makran Division (Division), Balochistan (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 Gwadar Port Authority (Gwadar Port Authority), Director GPA Head Office, Pak-China Friendship Avenue., Gwadar, Gwadar (District), Makran Division (Division), Balochistan (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., Infrastructure Works of Off-Dock Terminal at Gwadar (P150651) 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: Gwadar Port Authority (Gwadar Port Authority), Director GPA Head Office, Pak-China Friendship Avenue., Gwadar, Gwadar (District), Makran Division (Division), Balochistan (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}
SPECIFICATIONS SAME AS GIVEN IN THE ATTACHEMENTSÂ
Â
1. One Project/work of Construction of Boundary Wall amounting to Rs.70 Million or more completed during last 03 years (Letter of Acceptance, Letter of Commencement & Completion certificate to be attached)
Â
2. One Project/work construction of Road amounting to Rs.70 million or more completed in last three year  (Letter of Acceptance, Letter of Commencement & Completion certificate to be attached)
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3.   One Projects/work related to infrastructure works (Building or Roads or Boundary Wall) costing Rs.200 Million or more completed last five year (Letter of Acceptance, Letter of Commencement & Completion certificate to be attached)
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The bidder shall submit all required documents, certificates, and supporting evidence as specified duly signed and stamped. Failure to submit any one document shall render the bidder technically disqualified
Fill the forms accordingly
Project Manager
B.E./ B.Sc. Civil Engineering with 10 year experience (experience will be counted as per PEC registration date)
Site Engineer (Civil)
B.E./ B.Sc. (Civil Engineering) with 5 year experience (experience will be counted as per PEC registration date)
Sub-Engineer
Diploma (Civil Engineering) with 5 year experience.
Quantity Surveyor
 Diploma in Civil Engineering or other approved survey certificate with 5 year experience
Fill the forms accordingly
Source of Finance to initite the execution of Project and amount
Â
Fill the forms accordingly
AFFIDIVAT (on stamp paper) regarding No litigation in any Govt organization
Â
AFFIDIVAT (on stamp paper) regarding not blacklisting in any organization
Â
Fill the forms accordingly
Any Construction project/work costing Rs.200 million or more in hand
Progress of the project such as Date of Commandment & completion date & Physical progress to be provided. Forms to be filled according.
Â
Fill the forms accordingly
Available bank credit line limit to be Rs.35 million
Average working capital for last three years is equal to Rs200 million (each year).
Income Tax Return of last financial year (2025-2026)
Fill the form accordingly
Â
The average annual turnover for last three years is equal to Rs200 million
Fill the form accordingly