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).
Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer
Islamabad International Airport., Islamabad Capital Territory
+92-345-515-7571
azharali_uet@yahoo.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: Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)) The subject of procurement is: CONSTRUCTION OF BARRACK ACCOMMODATION FOR 128 ASF PERSONNEL AT SKARDU INT’L AIRPORT Expected commencement date: Thursday, October 1, 2026 |
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2. |
2.1 |
Financial year for the operations of the Procuring Agency: 2026-27 Name and identification number of the Contract: P71534 |
| 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: Tuesday, August 4, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)) 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. | 11.2 |
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| 9. | 11.1 | Price schedule will be provided according to the format defined and acquired. see section price schedule. |
| 10. | 11.4 |
Specifications: see section of specifications. |
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11. |
11.5 & 13.5 |
The price shall be Fixed. |
| 12. |
14.1 |
Currency of the Bids shall be : PKR |
| 13. |
16.1 |
The Bids/Bid Validity period shall be: 120 Days |
| 14. |
17.1 |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Banker's Cheque, Call at Deposit |
| 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; Islamabad International Airport., Islamabad Capital Territory Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Monday, August 17, 2026 11:00 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 : Monday Date: August 17, 2026 Time : 11:30 AM |
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19. |
30.2 |
Selection technique adopted will be: Least Cost Based Selection (LCBS) |
F. Award of Contract |
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20. |
41.1 & 41.2 |
The Performance guarantee shall: 0%. The Performance Guarantee shall be acceptable in the form of: Nil |
| 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) Company (Public Limited) State Owned Enterprise (Private Limited) State Owned Enterprise (Public Limited) | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) SECP PEC |
| Eligibility Criteria | Document |
|---|---|
| Documentary evidence for eligibility as required in invitation to bid of published tender documents | Yes |
Least Cost Based Selection (LCBS)
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 70 | |
| Project Experience | ||
| The bidder shall provide documentary evidence of having successfully executed RCC Frame structure Building Construction project of 160 million and above, completed in last 5 years (date of completion must fall within last 5 years). The submission may include, but not be limited to, copies of the work order, BOQ, construction / as built drawings, and completion certificate. (Quantitative)(Doc Required) 3 such projects (60) 2 such projects (40) 1 such project (20) | 60 | |
| Financial Soundness | ||
| Average Annual turnover for the last 3 years must be Greater than 200 Million ((for claiming these points, lead partner and each JV member must meet individually at least 60% and 40% respectively of the minimum value of PKR 200 Million of Average Annual turnover.) (Quantitative)(Doc Required) | 20 | |
| Average Working capital of last three years must be PKR 50 million or above (for claiming these points, lead partner and each JV member must meet individually at least 60% and 40% respectively of the minimum value of average working capital of the last three years) (Quantitative)(Doc Required) | 10 | |
| Project specific bank credit line must be PKR 50 million or above (Quantitative)(Doc Required) | 10 | |
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| CONSTRUCTION OF BARRACK ACCOMMODATION FOR 128 ASF PERSONNEL AT SKARDU INT’L AIRPORT | Address: ASF Camp, Sakrdu Schedule: 20 months Quantity: 1/job |
1/job | 4000000 PKR |
No
Jobs Without Lots :
Job: CONSTRUCTION OF BARRACK ACCOMMODATION FOR 128 ASF PERSONNEL AT SKARDU INT’L AIRPORT
Specifications / Requirements:
| Sr. No | Ref No. | Description | Unit | Qty | RATE | Amount |
|---|---|---|---|---|---|---|
| 1 | Civil | |||||
| 2 | 1 | Cutting to a required gradient in all kinds of soil (except rock) and dressing the ground by bulldozers, grader or scraper including disposal of excavated stuff within 3 chains (91.5 Rm) including all lifts as required. | Cft | 4245 | ||
| 3 | 2 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and | ||||
| 4 | i | lift upto 5 feet (1.52 m). | Cft | 10328 | ||
| 5 | 3 | Providing and carrying out termite proofing in foundations, under floors and wood work surface with a solution using of confront TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer incharge. | Sft | 8279 | ||
| 6 | 4 | Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m). | Cft | 4245 | ||
| 7 | 5 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders (machine broken) 1 inches (51 mm) and down gauge in foundation including levelling, compacting and curing etc. complete. | Cft | 664 | ||
| 8 | 6 | P/L RCC using crushed graded boulders 3/4" & down gauge with lawrencepur sand having min.works cube crushing strength of 3750 PSI at 28 days with a mix not leaner than 1:1-1/2:3 i/c form work & its removal compacting & curing etc. complete but excluding the cost of steel reinforcement... | ||||
| 9 | i | In column Raft foundation of required size. | Cft | 6164 | ||
| 10 | ii | In footing column in foundation basement and plinth. | Cft | 336 | ||
| 11 | iii | In plinth beams of required shape and design in foundation basement and plinth. | Cft | 2331 | ||
| 12 | iv | In columns of square or rectangular shape in G/floor superstructure. | Cft | 1044 | ||
| 13 | v | In straight beams, cantilever beams of required shape/section in basement and ground floor | Cft | 1147 | ||
| 14 | vi | In ordinary slab 5" to 6" thick in basement, plinth and ground floor. | Cft | 4160 | ||
| 15 | vii | in cantilever chajja G/F. | Cft | 380 | ||
| 16 | viii | In straight stairs and landing G/F . | Cft | 44 | ||
| 17 | ix | In lintels of required size in G/floor. | Cft | 183 | ||
| 18 | x | In shelves 1-1/2" to 2" thick in ground floor. | Cft | 42 | ||
| 19 | xi | In columns of square or rectangular shape in 1st floor | Cft | 1044 | ||
| 20 | xii | In straight beams, cantilever beams of required shape/section in 1st floor. | Cft | 1347 | ||
| 21 | xiii | In vertical columns of over head water tank up to a height of 30 feet from ground | Cft | 270 | ||
| 22 | xiv | in cantilever chajja F/F. | Cft | 190 | ||
| 23 | xv | In straight stairs and landing .F/F | Cft | 88 | ||
| 24 | xvi | In lintels of required size in 1st floor. | Cft | 183 | ||
| 25 | xvii | In shelves 1-1/2" to 2" thick 1st Floor. | Cft | 42 | ||
| 26 | xviii | In straight beams, cantilever beams of required shape/section in 2nd floor | Cft | 270 | ||
| 27 | xix | In ordinary slab 5" to 6" thick in 2nd floor. | Cft | 50 | ||
| 28 | xx | In straight walls in over head water tank in 2nd Floor. | Cft | 172 | ||
| 29 | xxi | In roof slab of over head water tank In 2nd Floor. | Cft | 72 | ||
| 30 | 7 | Providing and fixing plain polyvinyle chloride (PVC) water stops 12" (305 mm) wide in vertical or horizontal expansion joints including cutting and jointing etc. complete in all floors. | Rft | 68 | ||
| 31 | 8 | Providing and mixing water proofing agent cemcon in cement mortar of any description in any floor @ 0.25ltr/Bag | Ltr | 27 | ||
| 32 | 9 | Providing and laying dado and skirting etc. 7/8 inch (22 mm) thick consisting of 3/8 inch (9.5 mm) thick topping 1:2 (one grey cement 2 marble chips 0 to 4 No.) in 2nd floor over 1/2 inch (13 mm) thick cement mortar base 1:4 with grinding, rubbing, polishing and curing etc. complete. | Sft | 561 | ||
| 33 | 10 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | Kg | 83840 | ||
| 34 | 11 | Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level. | Cft | 5018 | ||
| 35 | 12 | Providing and laying machine made 1:3:6 cement concrete solid block masonry more than 6 inches (152 mm) thick using graded screened bajri 3/4 inch (19 mm) and down gauge set in cement mortar 1:4 including scaffolding, raking out joints and curing etc. complete in superstructure..( block made by machine press) | ||||
| 36 | i | GROUND FLOOR | Cft | 4378 | ||
| 37 | ii | FIRST FLOOR | Cft | 4378 | ||
| 38 | 13 | Providing and laying machine made 1:3:6 cement concrete solid block masonry 4 to 6 inches (152 mm) thick using graded screened bajri 3/4 inch (19 mm) and down gauge set in cement mortar 1:4 including scaffolding, raking out joints and curing etc. complete in superstructure..( block made by machine press) | ||||
| 39 | i | GROUND FLOOR | Cft | 283 | ||
| 40 | ii | FIRST FLOOR | Cft | 233 | ||
| 41 | 14 | P/F 1/4" dia mild steel tie bars 2'-0" long @ 1' c/c for anchoring brick work to RCC Columns by embedding upto 3" in the column and 1'-9" in masonary wall i/c the cost of drilling holes in the columns complete as per direction of Engineer-in-Charge. | Rft | 3712 | ||
| 42 | 15 | P/F 22 gauge 8" wide expanded metal (XPM) Wire netting / jali between the Masonry and RCC Structure joints to protect from the cracks complete in all respects i/c the cost of nail,washers etc.complete as per direction of Engineer-in-Charge. | Sft | 1865 | ||
| 43 | 16 | Providing and fixing M.S. moulded steel door frames manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245, provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hinges, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1:2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge | ||||
| 44 | i | (i) of 5.73" x 2-1/2" having a single/double rebate size 1-1/2" x 1/2". | Rft | 116 | ||
| 45 | ii | (ii) of 10" x 2-1/2" having a double rebate size 1-1/2" x 1/2". | Rft | 295 | ||
| 46 | 17 | 1/4" (6.4 mm) thick cement plaster 1:3 on soffits of ceiling, cantilever slabs, sides and soffits of beams etc., in basement, mezzanine and ground floor including making edges, corners and curing etc., complete | Sft | 9446 | ||
| 47 | i | Do but in first floor. | Sft | 9446 | ||
| 48 | ii | Do but in 2nd floor. | Sft | 296 | ||
| 49 | 18 | 1/2" (13 mm) thick cement plaster 1:6 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, comers, and curing etc., complete. | Sft | 17518 | ||
| 50 | i | Do but in first floor | Sft | 17518 | ||
| 51 | ii | Do but in 2nd floor | Sft | 1180 | ||
| 52 | 19 | 3/4" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, comers, and curing etc, complete. (122/08). | Sft | 5918 | ||
| 53 | i | Do but in first floor. | Sft | 5112 | ||
| 54 | ii | Do but in 2nd floor | Sft | 3014 | ||
| 55 | 20 | Providing and laying 1:4:8 cement concrete bed under floors using graded stone ballast 1 inches and down gauge with levelling and ramming, watering and curing etc. complete. | Cft | 3047 | ||
| 56 | 21 | Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, and curing etc. complete. | Sft | 2639 | ||
| 57 | 23 | Filling brick bats in under floor at First Floor including spreading, filling voids with smaller bats and consolidation by ramming in depth to full compaction complete within a lead of 32Km. | 2639 | |||
| 58 | 23 | Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in first floor laid in panels including form work, consolidation, finishing, and curing etc. complete. | Sft | 2639 | ||
| 59 | 24 | Providing and laying light colour, glazed/non skid vitrified porcelean tiles (Polished) exceeding 1600 Sqcm and upto 3600 Sqcm each, (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge. | Sft | 19596 | ||
| 60 | 25 | Providing and fixing 10mm thick first grade Pakistani glazed tiles of National on facing of approved size colour/shade on walls, columns and pillers etc in ground floor over 1/2" (13mm) thick base of cement motar 1:3 setting of tiles in slurry of grey cement over mortar base, including filling the joint and washing the tiles with cement slurry of matching colour, (by using white cement mixed with pigment) curing and cleaning etc. complete as per direction of the engineer-in-charge. | Sft | 88 | ||
| 61 | 26 | Providing and laying floor of 1 inch (25 mm) thick Granite marble tiles of Pakistani origin, fine dressed on the surface without winding in ground floor over 1 inch (25 mm) cement mortar 1:4 (one cement, four sand) setting the marble tiles with grey cement slurry over cement mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar. | ||||
| 62 | i | more than 3 Sq.ft. upto 5 Sq.ft for stair/steps(in treads, risers and midstair landings) G/F. | Sft | 176 | ||
| 63 | ii | more than 3 Sq.ft. upto 5 Sq.ft for stair/steps(in treads, risers and midstair landings) F/F. | Sft | 176 | ||
| 64 | iii | more than 5 Sq.ft. upto 7 Sq.ft for stair/steps(in treads, risers and midstair landings) G/F. | Sft | 870 | ||
| 65 | iv | more than 5 Sq.ft. upto 7 Sq.ft for stair/steps(in treads, risers and midstair landings) F/F. | Sft | 670 | ||
| 66 | 27 | Providing and fixing 1-1/2 inch (38 mm) thick best quality deodar wood shutters fully panelled with same wood, approved iron hinges and tower bolts, etc., as required. | Sft | 1484 | ||
| 67 | 28 | Providing and fixing on frames etc., with sunken iron screws best quality deodar wood moulding beading, architrave etc., of approved design up-to one square inch (6.45 Sqm) in cross section as required . | Rft | 1052 | ||
| 68 | 29 | Providing and fixing approved heavy type iron handles 5" (127 mm) size with necessary iron screws. | Nos. | 120 | ||
| 69 | 30 | Providing and fixing approved heavy type iron sliding or aldrope bolts 6" x 1/2" (152 mm x 13 mm) size with necessary iron screws, iron bolts and nuts . | Nos. | 64 | ||
| 70 | 31 | Providing and fixing with C.P. brass screws main door handle type yale lock (Italy make) of approved design, cutting wood etc., to required size, with two operating keys, as per direction of the engineer-in-Charge. | Nos. | 32 | ||
| 71 | 32 | Providing and fixing with brass screws lucky / KGI Latch lock set of approved design (Taiwan) cutting wood to required shape and size with two operating keys as per direction of the Engineer-in-Charge. | Nos. | 28 | ||
| 72 | 33 | Providing and fixing with brass screws or specialty supplied screws hydraulic door closer Rayobi of approved design No.72, japan make, cutting wood etc., to required shape and size as per direction of engineer-in-charge. | Nos. | 24 | ||
| 73 | 34 | Providing and fixing fully glazed Champagne anodized aluminium Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables (fixing through their approved fabricators), Prime model box section 101mm x 30mm and 1.6mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans. | Sft | 1156 | ||
| 74 | 35 | Providing and fixing Tinted glass panes 5mm thick to M.S. Box pipe / Aluminium doors, windows and ventilators etc including the cost of labour but excluding the cost of M.S. square pipe beading, rubber packing and screw in any floor at any height. | Sft | 1156 | ||
| 75 | 36 | Providing and fixing stair railing 3 feet height of M.S Square pipes 1-1/2" 1-1/2", 16 Gauge vertical on alternate step and M.S square pipe 3/4" x 3/4", 16 SWG 2 Nos, horizontal pipes and 2-1/2" x 2-1/2", 16 SWG, MS Suare pipe as top rail as per approved design including cutting, welding making holes fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor. | Rft | 124 | ||
| 76 | 37 | Providing and fixing kitchen cabinet wall mounted of 3/4" thick laminated board with best quality deodar wood frame and beading required section in approved patteren etc, fixed on wall eith rawal pugs, screws i/c cost of glue, nall, piano hinges, handles and painting or polishing etc as drawings complete all as respect. | ||||
| 77 | i | Wall mounted with 1/8" thick hard board backing | Sft | 128 | ||
| 78 | ii | Floor mounted | Sft | 204 | ||
| 79 | 38 | Providing and fixing Ward Rob 24" deep consisiting 19mm thick laminated sheet on bottom, top side partion, shelves & shutter etc and 4mm thick pressed on back side 2-1/2" x 1-1/4" best quality deodar frame and all open edges filled 3/4" moulding PVC gola complete i/c the cost of glue iron nails screws, heavy type piano hinges, 1/2" handle catchers locks etc complete the as per direction of the Engineer incharge. | Sft | 2940 | ||
| 80 | 39 | Providing and fixing approved chromium plated brass handles 5" (127 mm) size heavy type with necessary brass screws. | Nos | 60 | ||
| 81 | 40 | Painting with (ICI) Dulux plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor . | Sft | 36030 | ||
| 82 | 41 | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor. | Sft | 14078 | ||
| 83 | 42 | Painting iron work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor | Sft | 12132 | ||
| 84 | 43 | Painting wood work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor. | Sft | 3340 | ||
| 85 | 44 | Providing and laying in floor C.C. 1:2:4: tuff paver 2-1/2" thick of approved design and colour pattren laid on sand cushion filling of joint with sand and warring etc. complete as per direction of Engineer Incharge. (the cost of sand cushion is included) | ||||
| 86 | i | b) Average Strength 5000 Psi | Sft | 1260 | ||
| 87 | 45 | Providing and fixing Gypsum board 2 x2 x 12mm tiles ceiling including Aluminum T& Langle 1 x1 i.c hanger clips jointing clips and G.I wire etc complete as required in any floor. | Sft | 16124 | ||
| 88 | 46 | Providing and fixing 2" dia stainless steel pipe (18 guage) railing alongwith 4 Nos 3/4" dia parallel pipe having S/S pipe vertical post 2" dia at 3 ft C/C average spacing and 4" dia vertical post at start turning and end point i/c cost of labour, welding charges fitting & fixing in marble floor and wall etc complete as per direction of the Engineer incharge. | Rft | 80 | ||
| 89 | 47 | Providing and fixing windows roll up blinds sunscreen, darkout, or translucent fabric any colour / shade best quality (imported) with manual roll up arrangements complete in all respect with all other required accessories and hardware from the approved suppliers and manufactureres and hardware from the approved suppliers and manufacturers, as per direction of Engineer Incharge. | Sft | 880 | ||
| 90 | 48 | Providing and fixing 4" (100 mm) dia polyvinyl chloride rain water (PVC) down pipe with mild steel clamps, bolts and nuts fixed in cement concrete 1:2:4 etc. complete. | Rft | 120 | ||
| 91 | 49 | Providing and fixing 4" (100 mm) dia polyvinyl chloride (PVC) bend of any degree for rain water down pipe with clamps, bolts and nuts in cement concrete 1:2:4 etc. complete. | Nos | 8 | ||
| 92 | 50 | Supplying earth from approved site within the area acquired including digging or cutting, loading, unloading and filling in foundation trenches, plinth or under floor etc. including breaking clods, dressing watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52 m) as directed by the Engineer-in-charge, | Cft | 16757 | ||
| 93 | 51 | P/F mirror 6mm thick (imported) fixed with silicon paste / C.P clips etc. complete as per direction of Engineer-in-Charge. | Sft | 64 | ||
| 94 | 52 | Providing and fixing R. S. Joists and channels including welding all the side of the sections at the junction, gusset plates, bolts, nuts etc. complete with hoisting and erecting in position in steel trusses, frames, towers etc of any design in ground floor. | Kg | 29715 | ||
| 95 | 53 | Providing and fixing 24 B.W.G. corrugated galvanized iron sheets with galvanized iron hooks, bolts, nuts, limpets and bitumen washers etc, without valleys and ridges (excluding the cost of frame work) in ground floor | Sft | 11320 | ||
| 96 | 54 | Providing and fixing 22 B.W.G. plain galvanized iron sheets standard ridges with galvanized iron bolts, nuts, limpets and bitumen washers etc. complete in ground floor . | Rft | 150 | ||
| 97 | 55 | Providing and fixing plain galvanized iron sheets valley gutters 18 inches (457 mm) girth of 22 B.W.G. complete with bolts and nuts etc. in ground floor. | Rft | 300 | ||
| 98 | 56 | Supplying and fixing ladder of flat iron 3" x 1 /4" (76 mm x 6.4 mm) in section and step bars of 5/8" (16 mm) dia at 18" (457 mm) centre to centre including fixing flat iron stays as per approved design and direction of the engineer-in-charge complete | Kg | 500 | ||
| 99 | 57 | Providing and laying Pakistan made stone cladding tiles, each exceeding 48 sq. in. and up to 96 sq. in., on external walls at any floor level, laid with dry bond (stile bond) over a 1-inch-thick cement mortar (1:3) bed, including joint filling with approved-quality joint filler, complete in all respects, as directed by the Engineer-in-Charge. | Sft | 8336 | ||
| 100 | Water Supply | |||||
| 101 | 1 | Providing and fixing best quality squatting type white glazed earthenware W.C Pan, Pakistani (of not less than 18 Inches clear opening as measured between flushing rims) complete with and including the cost of best quality low level plastic flushing cistern of standard size with internal fittings complete, P.V.C. flushing pipe suitable for squatting type with extra bends and length with fittings, C.I. trap 4 inches (100mm) dia and making requisite number of holes in walls, plinth & floor for pipe connection and making good in cement concrete 1:2:4. | Nos. | 24 | ||
| 102 | 2 | Providing and fixing Pakistani make best available quality European style white glazed earthenware wash down W.C.Pan complete with and including the cost of a plastic seat (PVC cover and buffers 3 galns white glazed earthenware low level flushing cistern with siphon fittings, 1-1/2 inches (40mm) dia white porcelain enamelled flush bend, 3/4 inch (20mm) dia, G.I. warning pipe carried outside and bent vertically downwards and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4. | Nos. | 4 | ||
| 103 | 3 | Providing and fixing 25 inches x 18 inches (635 mm x 457 mm) lavatory basin in white glazed earthenware (Pakistani) complete with and including the cost of brass oxidized bolts kit built into wall 1/2 inch (15 mm) dia. Chrome plated mixer 1-1/4" inches (32mm) rubber plug and chrome plated brass chain, 1-1/4 inches (32 mm) dia brass waste of approved pattern, 1-1/4 inches (32 mm) dia. Malleable iron or C.P. brass traps malleable iron or brass unions and making requisite number of holes in walls plinth and floor for pipe connections and making god in cement concrete 1:2:4. | Nos. | 12 | ||
| 104 | 4 | Providing and fixing approved quality earthern ware glazed vanity basin (porta or equivalent) standard size (white/light colour) and including the cost of 1-1/4" dia brass waste 1-1/4" rubber plug and chrome plated brass chain PVC waste pipe 1-1/4" dia of approved pattern etc. complete. | Nos. | 4 | ||
| 105 | 5 | Providing manhole type 'A' size 2 feet x 1-1/2 feet or 610 mm x 457 mm( inside dimensions) x 2 feet (610 mm) deep as per approved design and specifications complete for 4 inches to 12 inches (100 mm to 305 mm) dia. Pipes upto 3 feet-11 inches (1.19 m) depth with 16 inches (406 mm dia.) (inside) cast iron cover and frame (weight = 1 Cwt. 1. Qtr.) (63.5 kg.) fixed in R.C.C.1:2:4 slab 4 inches (102 mm)( thick, burnt brick masonry walls 9 inches (229 mm) thick set in 1:4 cement mortar, 6 inches (150 mm) 1:3:6 C.C. in foundation, 1:2:4 C.C. in benching and 1/2 inch (13 mm) thick cement plaster in 1:3 C.M., to all inside walls surfaces channels and benching etc., and to top including making requisite number of main and branches channels but excluding the cost of excavation, back filling and disposal of excavated stuff, manhole cover and frame. | Nos. | 13 | ||
| 106 | 6 | Add for extra depth beyond 2 feet and up to 3 feet-11 inches for 'A' type manholes (for depth lesser than 2 feet or 610 mm deduct at the same rate). | Inch | 312 | ||
| 107 | 7 | Providing manhole type 'B' size 3 feet x 2-1/2 feet or 914 mm x 762 mm (inside dimensions) x 4 feet (1219 mm deep as per approved design and specifications complete for 4 inches to 12 inches (100 mm to 305 mm) dia. Pipe 4 feet to 7 feet-5 inches (1.22 m to 2.26m) depth with 18 inches (457 mm) dia. (inside) cast iron cover and frame (weights 1 Cwt. 3 Qrs.) or 88.9 kg, fixed in R.C.C.1:2:4 slab 6 inches (152 mm) thick, 9 inches (229 mm) thick burnt brick masonry walls set in 1:4 C.M., 6 inches (152 mm) thick 1:3:6 C,C. in foundation, 1:2:4 C.C. in benching and 1/2 inch (13 mm) thick cement plaster in 1:3 C.M., to all inside wall surfaces, channels and benching etc. and to top including providing and fixing cast iron foot rest at every foot of depth and making requisite number of main and branch channels but excluding the cost of excavation, back filling, disposal of excavated stuff, manhole cover and frame. | Nos. | 13 | ||
| 108 | 8 | Add for extra depth beyond 4 feet and up to 7 feet-5 inches for 'B' type manholes (for depth lesser than 4 feet or 1219 mm deduct at the same rate). | Inch | 13 | ||
| 109 | 9 | Making Connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and making the required channel etc, complete. | Nos | 2 | ||
| 110 | 10 | Providing and fixing un plasticized polyvinyl chloride pipe (U.P.V.C) "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2) | ||||
| 111 | a | Do Do. 4 inches (80 mm) dia pipe. | Rft | 510 | ||
| 112 | b | Do Do. 3 inches (80 mm) dia pipe. | Rft | 510 | ||
| 113 | c | Do Do. 2 inches (50 mm) dia pipe. | Rft | 91 | ||
| 114 | 11 | Excavation in all kinds of soil, murum, hard, average or soft including lift up to 5 feet (1.52 m) and lead up to one chain (30.48 m). | Cft | 3500 | ||
| 115 | 12 | Providing and fixing un platisized polyvinyl chloride pipe (U.P.V.C) "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) 8 inches (200 mm) dia. | Rft | 380 | ||
| 116 | 13 | Providing and Fixing PPRC pipe PN-20 with specials and clamps etc, including cutting and fitting complete with and including the cost of breaking through walls and roof and making good etc, after cleaning the pipe and cartage within 10 miles. | ||||
| 117 | a | Do. Do. 63mm dia | Rft | 500 | ||
| 118 | b | Do. Do. 50mm dia | Rft | 300 | ||
| 119 | c | Do. Do. 40mm dia | Rft | 180 | ||
| 120 | 14 | Providing and Fixing PPRC pipe PN-20 with specials and clamps etc, including cutting and fitting complete with and including the cost of breaking through walls and roof and making good etc, after cleaning the pipe and cartage within 10 miles. | ||||
| 121 | b | Do. Do. 32mm dia | Rft | 540 | ||
| 122 | a | Do. Do. 25mm dia | Rft | 540 | ||
| 123 | 15 | Providing and fixing standing wall shower of CP brass 3 knobs of approved quality mixer unit and moveable shower head complete. | Nos. | 24 | ||
| 124 | 16 | Providing and fixing bath room accessories of set of 6 pieces consist of one shelf, one towel rod with bracket, one towel ring, one soap dish, one tooth Brush holder with glass, one tissue paper holder one double hook etc complete of approved quality as per direction of Engineer in-charge. | Nos. | 24 | ||
| 125 | 17 | Providing and fixing approved quality stainless steel sink 60” x 20” Pak made (Atlas) complete with brass oxidized bolt kit/angle iron brackets built into walls ½” dia CP sink mixer 1-1/4” rubber plug and CP brass chain 1-1/4” CP brass waste 1-1/4” dia malleable iron or CP brass bottle trap with malleable iron or brass unions and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4. | Nos. | 4 | ||
| 126 | 18 | Making connection with the existing GI pipe of size larger than 2 inches to 6 inches (50 mm to 150 mm) dia. including cutting the pipe and providing and fixing necessary fittings. | No | 3 | ||
| 127 | 19 | Providing and fixing fully way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern).. | ||||
| 128 | a | 3" dia | Nos | 2 | ||
| 129 | b | 2" dia. | Nos | 6 | ||
| 130 | c | 1" dia. | Nos | 10 | ||
| 131 | 20 | Providing and fixing best quality float valve complete as per direction of Engineer Incharge. | ||||
| 132 | a | 2" dia. | Nos | 2 | ||
| 133 | b | 3" dia. | Nos | 2 | ||
| 134 | 21 | Providing and fixing 4" dia U.P.V.C floor trap of approved design i/c making requisite number of holes in walls, plinth and floor for pipe connection and making good in cement concrete 1:2:4. | Nos | 26 | ||
| 135 | 22 | Providing and fixing 2" dia UPVC terminal guard of required dia etc complete and cartage within 10 miles. | Nos | 24 | ||
| 136 | 23 | Providing and fixing u.P.V.C Y-Tee of required degree etc. complete. 4"x4"x4" | Nos | 25 | ||
| 137 | 24 | Providing and fixing 4" dia U.P.V.C plain bend of required degree etc. complete. | Nos | 50 | ||
| 138 | 25 | Providing and fixing chromium plated Muslim bib-cock with Muslim Shower of approved quality. | Nos. | 24 | ||
| 139 | 26 | Providing and fixing 1/2 inches dia (15mm) CP bib Cock | Nos. | 24 | ||
| 140 | 27 | Providing and fixing 1/2" Single dia bib cock / stop cock (Master / Sonex make) with approved knob etc. complete. | Nos | 24 | ||
| 141 | 28 | Providing and fixing floor waste 6"x6" (Stainless Steel) Jali etc complete. | Nos. | 48 | ||
| 142 | 29 | Providing and fixing 1/2 inches dia (15mm) CP stop cock / Tee Stop cock. | Nos. | 80 | ||
| 143 | 30 | Providing and fixing CP Mixer 1/2 inches (15mm) (Faisal/Master or equivelent) lever type pakistani complete in all respect. | Nos. | 26 | ||
| 144 | III-CONSTRUCTION OF SOAKAGE PIT & SEPTIC TANK | |||||
| 145 | 1 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | Cft | 728 | ||
| 146 | 2 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using graded Crushed1 inch (25 mm) and down gauge in foundation including levelling, compacting and curing etc. complete. | Cft | 56 | ||
| 147 | 3 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 lbs. per sq inch at 28 days with a mix not leaner than 1:2:4 including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement. In ordinary slabs 5 inch to 6 inch thick in ground floor. | Cft | 47 | ||
| 148 | 4 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | Kg | 171 | ||
| 149 | 5 | ½’’ (13 mm) thick cement plaster 1:4 on walls and columns etc. In basement plinth, mezzanine and ground floor including making edges, corners, and curing etc, complete. | Sft | 264 | ||
| 150 | 6 | Excavation for wells, circular underground Tanks and soak pits etc in gravelly soil and back filling the excavated material and round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches(229 mm) depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (13.5 R.m ) and lift up to 5 fit (1.52 m ) | ||||
| 151 | a) Up to 5 feet depth. | Cft | 1005 | |||
| 152 | b) 05 feet to 08 feet depth | Cft | 603 | |||
| 153 | c) 08 feet to 011 feet. | Cft | 603 | |||
| 154 | d) 011 feet to 014 feet. | Cft | 603 | |||
| 155 | e) 014 feet to 017 feet. | Cft | 603 | |||
| 156 | f) 17 feet to 20 feet | Cft | 603 | |||
| 157 | 7 | Providing and laying dry uncoursed rubble masonry in retaining or compound wall etc. including scaffolding etc. complete. | Cft | 735 | ||
| 158 | 8 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq. inch (15.52 N/mm2) at 28 days with a mix not leaner than 1:2:4 in top slab of circular underground tank including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement. | Cft | 24 | ||
| 159 | 9 | P/L floors of 3’’ (76mm) thick 1:2:4 cement concrete using graded screened bajri ¾ inch (19 mm) and down guage in ground floor laid in panels including form work, consolidation, finishing and curing etc, complete. | Sft | 119 | ||
| 160 | 10 | P/F 4” (100 mm) dia cast iron rainwater down pipe with bolts and nuts fixed in cement concrete 1:2:4 including filling joints with spun-yarn and cement mortar 1:2 etc complete. | Rft | 24 | ||
| 161 | 11 | Providing and fixing 4 inches (100 mm) dia C.I. soil and vent pipes spun including cutting and fitting and extra painting to match the colour of the building and cartage within 10 miles. | Rft | 32 | ||
| 162 | 12 | Providing and fixing 4 inches (100mm) dia C.I terminal guard including extra painting to match the color of the building and cartage with 10miles(16.09) km) (for spun pipe). | No | 6 | ||
| 163 | 13 | Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level. | Cft | 288 | ||
| 164 | 14 | Excavation in gravelly including lift upto 5 feet (1.52 m) and lead upto 1 chain (30.48 m) | Cft | 2706 | ||
| 165 | 15 | Providing R.C.C pipes and collars of class C and fixing in trench including cutting fitting and jointing with maxphalt composition and cement mortar (1:1) and back filling the excavated material in trench including testing with water to pressure head of 80 feet (25 m) and cartage within 10 miles 10 inch dia pipe. | Rft | 300 | ||
| 166 | 16 | Providing manhole type “A” size 2 feet x 1-1/2 feet or (610 mm x 457 mm ) ( inside dimension) x 2 feet (610 mm) deep as per approved design and specification complete for 4 inches to 12 inches (100 to 305 mm ) dia pipes up to 3 feet -11 inches ( 1.19 m ) depth with cost iron cover and frame 16 inches ( 406 mm) dia inside ( weigh = 1 Cwt. 1 qtr) or 63.5 kg fixed in 4 inches ( 100 mm ) thick RCC 1:2:4 slab 8 inches ( 203 mm ) thick c.c 1:3:6 block masonry walls set in 1:3 c-m 6 inches ( 150 mm ) thick 1:3:6 c.c in foundation 1:2:4 c.c in benching ½ inch (13 mm ) thick cement plaster in 1:3 C-M to all inside wall surface channels and benching etc and to top including making requisite number of main and branch channels including the cost of excavation back filling and disposal of excavated stuff manhole cover and frame. | No | 6 | ||
| 167 | 17 | Add for extra depth beyond 2 feet and up to 3 feet- 11 inches (610 mm and up to 1194 mm ) for “A” type manholes ( for depth lesser than 2 feet or 610 mm deduct at the same rate) | inch | 36 | ||
| 168 | 18 | P/F C I cover and frame 18 inch dia 460 mm weight 1 C WT 3 QTR (88.90 Kg) . | No | 6 | ||
| 169 | 19 | P/F C I cover and frame 24 inch dia 610 mm weight 1 C WT 3 QTR (127.00 Kg). | No | 1 | ||
| 170 | 20 | Making connection with the existing manhole including the cost of cutting holes in walls, making them good in cement concrete 1:2:4 and .making the required channel etc., complete . | No | 2 | ||
| 171 | 1 | Wiring for light, fan or call bell point with 1.5 mm² single core, PVC insulated wire copper conductor wire in 20 mm (3/4")dia uPVC conduit recessed in the wall or column, roof etc. including 1mm² single core PVC insulated wire as ECC as required. | Point | 200.2 | ||
| 172 | 2 | Wiring for two way light point with 1.5 mm2 single core, PVC insulated wire copper conductor wire in 20 mm (3/4")dia uPVC conduit recessed in the wall or column, roof etc. including Immz single core PVC insulated wire as ECC as required. | Point | 17.6 | ||
| 173 | 3 | Extension/Additional wiring for light, fan or call bell point controlled with same switch with 1.5mm² PVC insulated wire in 20 mm (3/4")dia PVC conduit recessed in the wall or column, including1mm² PVC insulated wire as ECC as required. | Points | 266.2 | ||
| 174 | 4 | Wiring for submain with 2 x 2.5 mm², PVC insulated wire 300/500 volts grade, single core, stranded coppe conductor wire in 20 mm (3/4'') dia PVC conduit recessed in the wall, column and roof etc including 1.5 mm² insulated wire sinfle core as ECC as required. | RM | 1292.5 | ||
| 175 | 5 | Wiring for submain with 2 x 4 mm², PVC insulated wire 300/500 volts grade, single core, stranded coppe conductor wire in 20 mm (3/4'') dia PVC conduit recessed in the wall, column and roof etc including 1.5 mm² insulated wire sinfle core as ECC as required. | RM | 308 | ||
| 176 | 6 | Wiring for sub-main with 2 x 6 mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 25 mm (1")dia uPVC conduit recessed in the wall, column and roof etc including 2.5 mm² Pvc insulated wire single core wire as ECC as required. | RM | 519.2 | ||
| 177 | 7 | Wiring for sub-main with 2 x 10 mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 25 mm (1")dia uPVC conduit recessed in the wall, column and roof etc including 2.5 mm² Pvc insulated wire single core wire as ECC as required. | RM | 88 | ||
| 178 | 8 | Providing & laying 4 core, 16 mm2 PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | RM | 66 | ||
| 179 | 9 | Providing & laying 4 core, 95 mm2 PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , armoured underground, L.T cable buried in the ground dully covered with sand and warning cable tiles as per Pak. P.W.D specification as required. | RM | 275 | ||
| 180 | 10 | Supply & drawing of 10 mm2, single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required. | RM | 66 | ||
| 181 | 11 | Supply & drawing of 16 mm2, single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required. | RM | 275 | ||
| 182 | 12 | Providing & fixing pilot lamp set fitted on existing board I/c connection as required. | set | 7 | ||
| 183 | 13 | Supply & fixing 30 mm dia uPVC conduit with all especial such as bends, sockets, Junction etc fItted on surface as required. | RM | 50 | ||
| 184 | 14 | Making Termination of 3 or 4 core, 16 mm2 to 25 mm2 armoured / un-armoured copper conductor, PVC x PVC L.T Cable including providing & fixing proper lugs, etc complete in all respect as required. | Job | 4 | ||
| 185 | 15 | Making Termination of 3 or 4 core, 70 mm2 to 95 mm2 armoured / un-armoured copper conductor, PVC x PVC L.T Cable including providing & fixing proper lugs, etc complete in all respect as required. | Job | 2 | ||
| 186 | 16 | Providing & fixing 6 to 32 Amps, S.P MCCB fixed on existing board, i/c inter-connection as required. | Nos. | 74.8 | ||
| 187 | 17 | Providing & fixing 6 to 32 Amps, DP MCCB fixed on metal board recessed in the wall duly covered with fiber sheet, 1/c inter-connection as required. | Each | 19.8 | ||
| 188 | 18 | Providing & fixing 10 to 60 Amps,( High Breaking Capacity) T.P MCCB fixed on existing board , I/c inter-connection as required. | Each | 9 | ||
| 189 | 19 | Providing & fixing 20 to 100 Amps, (Adjustable - High Breaking Capacity) 4 Pole circuit breaker fixed on existing board, i/c inter-connection as required. | Each | 4 | ||
| 190 | 20 | Providing & fixing 160 to 250 Amps, (Adjustable - High Breaking Capacity) 4 Pole circuit breaker fixed on existing board, i/c inter-connection as required. | Each | 2 | ||
| 191 | 21 | Providing & fixing cubical type metal sheet vermin protected Distribution board as per drawing with locking arrangement duly powder coated i/c all fastening devices and electrical wire /leads for internal conection complete as required. (Different sizes, outdoor type) | Sft | 20 | ||
| 192 | 22 | Providing & fixing cubical type metal sheet vermin protected LT panel board as per drawing with locking arrangement duly powder coated i/c all fastening devices and electrical wire/ leads for internal connection complete as required. | Sft | 4 | ||
| 193 | 23 | Providing & fixing 10 to 60 Amps, 4 pole, three phase bus bar strip fitted in given Distribution board complete with bus bar insulator, screws, bolts etc as required. | Each | 3 | ||
| 194 | 24 | Providing & fixing 160 to 200 Amps, 4 pole, three phase bus bar strip fitted in given Distribution board complete with bus bar insulator, screws, bolts etc as required. | Each | 2 | ||
| 195 | 25 | Providing & fixing 10 Amps Polycarbonate flame retardant S.P switch with fancy required gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. | Nos. | 207 | ||
| 196 | 26 | Providing & fixing 10 Amps Polycarbonate flame retardant Two way switch with fancy gang plate fixed on die fabricated, powder coated, metal board recessed in wall or column including connection as required. | Nos. | 15 | ||
| 197 | 27 | Providing & fixing 10 Amps Polycarbonate flame retardant 2-Pin switch socket unit (Universal) with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required | Nos. | 35.2 | ||
| 198 | 28 | Providing & fixing 13 Amps Polycarbonate flame retardant 3-Pin switch socket unit with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. | Nos. | 110 | ||
| 199 | 29 | Providing & fixing 15 Amps Polycarbonate flame retardant 3-Pin switch socket unit with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. | Nos. | 24 | ||
| 200 | 30 | Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down rod including connection with 14.0076" flexible wire complete as required. (without regulator) Pak, Royal. GFC,Younas,Millat. | Nos. | 48 | ||
| 201 | 31 | Providing & fixing flush type, Piano Fan Dimmer for all sweep fans , fitted on - existing/given sheet or board including connection as required. | Nos. | 48 | ||
| 202 | 32 | Providing & installing 25 Cm ( 10") sweep, Plastic body Exhaust fan complete with blades, motor, etc fixed in existing hole including connection with 14/.0076" flexible wire complete as required. | Nos. | 31 | ||
| 203 | 33 | Providing & fixing 6 Amps plastic ceiling rose on PVC Round block/Round Cover fitted on surface including connection as required | Nos. | 50 | ||
| 204 | 34 | Providing & fixing 4" X 4" size MS die casted, Powder coated recessed type fan clamp box with 1/2" dia MS bar fan clamp fixed in roof at casting time as required. | Nos. | 48 | ||
| 205 | 35 | Providing, installation, testing & commissioning of recessed / surface mounted LED 18-20 Watt ceiling light/downlight including driver having warm/natural white /cool white colour, 80-90 Im/watts efficiency 0.9 or above power factor, 20000-25000 hours life cycle, including connections complete in all respect as approved by the Engineer Incharge. | Nos. | 255 | ||
| 206 | 36 | Providing, Inr Commissioning of 04 feet, 36 watt LED Tube / Batten Lights including driver haqng warm / Neutral White / cool white colour.80-90 Im/watts efficiency, 0.9 or above power factor, 10000-15000 hours life cycle, including connection, complete in all respect as approved by the Engineer Incharge | Nos. | 92 | ||
| 207 | 37 | Providing, Inr Commissioning of 02 feet, 18-20 watt LED Tube / Batten Lights including driver haqng warm / Neutral White / cool white colour.80-90 Im/watts efficiency, 0.9 or above power factor, 10000-15000 hours life cycle, including connection, complete in all respect as approved by the Engineer Incharge. | Nos. | 18 | ||
| 208 | 38 | Providing, Installation, Testing & Commissioning of 5-7 watt Emergency Light (surface/recessed), including connection, complete in all respect as approved by the Engineer Incharge | Nos. | 37 | ||
| 209 | 39 | Providing, Installation, Testing & Commissioning of 2 watt Emergency Exit Light , including connection, complete in all respect as approved by the Engineer Incharge. | Nos. | 11 | ||
| 210 | 40 | Proving and fixing 6"x4" MS perforated cable tray, 16 SWG complete with cover of 18 SWG including painting and support system. | RM | 25 | ||
| 211 | 41 | Providing, Installation. Testing & Commissioning of Flood Lights, 180-201 watts, (IP66) including driver, having neutral white / cool white colour,110 -120 Im/watts efficiency; 0.9 or above power factor. 20000-25000 hours life cycle, including connection, complete in all respect as approved by the Engineer Incharge. | Nos. | 6 | ||
| 212 | 42 | Supply & fixing 20 mm ( 3/4") dia uPVC conduit with all especial such as bends, sockets, Junction etc fitted on surface as required. | RM | 50 | ||
| 213 | 43 | Supply & fixing 25mm ( 1") dia uPVC conduit with all especial such as bends, sockets, Junction etc fitted on surface as required. | RM | 50 | ||
| 214 | 44 | Providing & fixing of 16x60 mm uPVC duct fitted on surface as required | RM | 50 | ||
| 215 | 45 | Providing & fixing of 25x60 mm uPVC duct fitted on surface as required. | RM | 50 | ||
| 216 | 46 | Providing & fixing Three phase 15 to 90 Amps, 400/440 volts energy meter fitted on existing board I/c connection as required. ( Syed Brother, PEL} | Nos. | 1 | ||
| 217 | 47 | Providing and fixing Earthing set with 2'x2'x1/4" copper plate buried in the ground at a depth of 12 feet or less if water comes out from the ground level (withsalt and charcoal.or Earthing chemical Powder) etc making the pit 12 feet deep by excavation of all type of soil (except soft or hard rock) i/c fixing of 8 SWG copper wire in 1/2 " G.I conduit completein all respect as required. | Job | 6 | ||
| 218 | 48 | Providing and fixing 1" diameter 3ft long lighting-copper rod with five spikes and balls on its head as required. | Job | 4 | ||
| 219 | 49 | Providing and fixing 1-1/2" x 1/3" thick copper strip with suitable saddle at 12" intervals completeas required | RM | 110 | ||
| 220 | 50 | Providing & erecting LT Galvanized structure pole (9348±25mm ) 30 feet long i/c PCC 1:2:4 as per WAPDA. | Each | 1 | ||
| 221 | 51 | Providing, fixing and commissioning Pad mounted, step down 11000/ 400 volts, 100 KVA three phase, 50Hz, Transformer as per electricity code complete in all respect as reqd. | Each | 1 | ||
| 222 | 52 | Providing and laying HT 11 KV, 3 core, 35 mm2 stranded copper conductor, XLPE insulated. cu tape screened PVC bedded and PVC sheathed armoured cable, laid in existing all kind of pipes, cable duct, channels etc as per Pak.P.W.D specification as required. (without Termination) | P/Meter | 15 | ||
| 223 | 53 | Providing and fixing indoor/outdoor, 3 core, 16 mm2 to 35 mm2, 11KV, XLPE. heat shrink termination ends Kit complete in all respect as required. | Job | 2 | ||
| 224 | 54 | Providing & fixing 11 KV drop out cut out 100 amps on a pole complete in all respect as per direction of Engineer incharge as required. | Each | 3 | ||
| 225 | 55 | Providing and fixing HT,11 KV indoor/outdoor type fuse D link /cut off fuse assembly set of three pieces complete with fuse fitted on angle iron base frame as required.(with out termination) | Each | 3 | ||
| 226 | 56 | Providing & fixing LT Service Box, as per Wapda specifications complete in all respect as approved by the engineer Incharqe. | Each | 1 | ||
| 227 | 57 | Providing, Installing, Testing & Commissioning of Dual Supply (Gas & Electric) Geysers, 55 Gallons capacity, with fully automatic thermostat, complete in all respect, as approved by the Engineer Incharge | Jobs | 8 | ||
| 228 | 182853607 | |||||
| GRAND TOTAL: | Rs 182,853,607.00 |
CONSTRUCTION OF BARRACK ACCOMMODATION FOR 128 ASF PERSONNEL AT SKARDU INT’L AIRPORT
For Individual Jobs
| # | Job Title | Quantity | Unit Price (PKR) | Total Price (PKR) | Delivery Location | Delivery Period / Year | Country of Origin |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| 2 |
| # | Lot Title | Total Lot Price (PKR) | Country of Origin |
|---|---|---|---|
| 1 | [Lot 1 Title] |
The following Special Conditions of Contract shall supplement the General Conditions of Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the Conditions of Contract. The corresponding clause number of the GCC is indicated in parentheses.
Number of GC Clause
Amendments of, and Supplements to, Clauses in the General Conditions of Contract
Number of GC Clause 1
Definitions
The Procuring Agency is: Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Islamabad International Airport., Islamabad Capital Territory
The Supplier is:
The title of the subject procurement is: CONSTRUCTION OF BARRACK ACCOMMODATION FOR 128 ASF PERSONNEL AT SKARDU INT’L AIRPORT
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:
Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer
Islamabad International Airport., Islamabad Capital Territory
+92-345-515-7571
azharali_uet@yahoo.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:
Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer
Islamabad International Airport., Islamabad Capital Territory
+92-345-515-7571
azharali_uet@yahoo.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 0.02% 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 0% of the contract price in acceptable form of Nil
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.:P71534
To: Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Islamabad International Airport., 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 Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Islamabad International Airport., 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 BARRACK ACCOMMODATION FOR 128 ASF PERSONNEL AT SKARDU INT’L AIRPORT (P71534) 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: Islamabad International Airport - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Islamabad International Airport., 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}