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).
Â
Â
Civil Aviation Training Institute (CATI) - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer
Airport, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
+92-333-753-1881
civil.cati@paa.gov.pk
The following specific data for the procurement of Goods to be procured shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITB). Whenever there is a conflict, the provisions herein shall prevail over those in ITB.
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BDS Clause Number |
ITB Number |
Amendments of, and Supplements to, Clauses in the Instruction to Bidders |
A. Introduction |
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1 |
1.1 |
Name of Procuring Agency:Â Civil Aviation Training Institute (CATI) - Pakistan Airports Authority (Pakistan Airports Authority (PAA)) The subject of procurement is:Â EXTENSION OF MOSQUE AT CATI HYDERABAD Expected commencement date: Tuesday, July 28, 2026 |
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2. |
2.1 |
Financial year for the operations of the Procuring Agency:Â 2025-26 Name and identification number of the Contract: P28568Â |
| 3. | 3.1 | JV/Consortium or Association Allowed: No Number of JV/Consortium Members: Nil |
B. Bidding Documents |
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4. |
6.2 & 6.4 |
The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Wednesday, June 3, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on Civil Aviation Training Institute (CATI) - 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. | 11.2Â |
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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: 180 Days |
| 14. |
17.1Â |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Call at Deposit, Demand Draft, Others  |
| 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; Airport, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province). Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Wednesday, June 10, 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 : Wednesday Date:Â June 10, 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: 5.00%. The Performance Guarantee shall be acceptable in the form of:Â Pay Order, Call at Deposit, Demand Draft |
| 21. | 45.1 |
Arbitrator shall be appointed by mutual consent of the both parties. |
G. Review of Procurement Decisions |
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22. |
37 |
Grievance against this procurement shall be submitted online on EPADS v2.0. |
| Bidder's Type | Required Registration |
|---|---|
| Any | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) PEC |
| Eligibility Criteria | Document |
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| Licensed Constructors registered with PEC in Category C-6 or above | Yes |
Least Cost Based Selection (LCBS)
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Construction Works | Address: Civil Aviation Training Institute (CATI), Hyderabad Airport, Hyderabad Schedule: 60 Days Quantity: 01 | 1 | 700000 |
No
Jobs Without Lots :
Job: Construction Works
Specifications / Requirements:
| Sr. No | Code | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|---|
| 1 | CIV-01 | TAKING OUT CAREFULLY SHUTTERS OF DOORS AND WINDOWS IN GROUND FLOOR AND STACKING AS DIRECTED WITHIN THREE CHAINS (91.5 M). | Nos | 9 | 468.288 | 4,215 |
| 2 | CIV-02 | TAKING OUTDOOR AND WINDOW FRAMES WITH OR WITHOUT HOLD FASTS IN GROUND FLOOR INCLUDING CUTTING WALLS, STACKING SALVAGED MATERIAL (SERVICEABLE) AND DISPOSING OF UNSERVICEÂABLE MATERIAL AS DIRECTED WITHIN THREE CHAINS (91.5 M). | Nos | 9 | 788.913 | 7,100 |
| 3 | CIV-03 | DISMANTLING ANY TYPE OF CEILING AND ITS SUPPORTING TIMBER ALUMINIUM IN GROUND FLOOR INCLUDING STACKING SALVAGED MATERIAL (SERVICEABLE) AND DISPOSING OF UNSERVICEABLE STUFF AS DIRECTED WITHIN THREE CHAINS (91.5 M) . | %Sft | 240 | 1835.163 | 4,404 |
| 4 | CIV-04 | DISMANTLING CEMENT TILED FLOOR, DADO OR SKIRTING IN BASEMENT, PLINTH AND GROUND FLOOR INCLUDING BASE MORTAR AND STACKING SALVAGED MATERIAL (SERVICEABLE) AND DISPOSING OF SURPLUS STUFF AS DIRECTED WITHIN THREE CHAINS (91.5 M) | %Sft | 560 | 3517.6005 | 19,699 |
| 5 | CIV-05 | DISMANTLING R.C.C. INCLUDING SEPARATING REINFORCEMENT FROM CONCRETE IN FOUNDATION, BASEMENT, PLINTH AND GROUND FLOOR INCLUDING STACKING AT SITE AND DISPOSING OF UNSERVICEABLE MATERIAL WITHIN THREE CHAINS (91.5 M) | %Cft | 673 | 11415.9375 | 76,829 |
| 6 | CIV-06 | DISMANTLING BURNT BRICK MASONRY IN LIME OR CEMENT MORTAR FOUNDATION, BASEMENT, PLINTH AND GROUND FLOOR INCLUDING STACKING SALVAGED MATERIAL (SERVICEABLE) AND DISPOSING OF SURPLUS MATERIAL AS DIRECTED WITHIN THREE CHAINS (91.5 M). | %Cft | 1902 | 4058.4375 | 77,191 |
| 7 | CIV-07 | DISMANTLING C.C. FLOOR UP TO 2" (51 MM) THICK IN BASEMENT, PLINTH AND GROUND FLOOR INCLUDING DISPOSING OFF THE MATERIAL AS DIRECTED WITHIN THREE CHAINS (91.5 M). | %Sft | 1200 | 2029.2255 | 24,351 |
| 8 | CIV-08 | PROVIDING AND CARRYING OUT TERMITE PROOFING IN FOUNDATIONS, UNDER FLOORS AND WOODWORK 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. | Per Sft | 1673 | 17.7255 | 29,655 |
| 9 | CIV-09 | EXCAVATION FOR FOUNDATION TRENCHES AND DRAINS IN ALL KINDS OF MURUM 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 (23.5 R.M) AND LIFT 5 FEET (1.52 M). | %Cft | 5948 | 2714.256 | 161,444 |
| 10 | CIV-10 | PROVIDING AND LAYING 1:4:8 (1 CEMENT 4 SAND AND 8 COARSE AGGREGATE) CEMENT CONCRETE USING GRADED STONE BALLAST 2 INCHES (51 MM) AND DOWN GAUGE IN FOUNDATION INCLUDING LEVELLING, COMPACTING AND CURING ETC. COMPLETE. | %Cft | 306 | 29354.7375 | 89,825 |
| 11 | CIV-11 | PROVIDING AND LAYING REINFORCED CEMENT CONCRETE USING CRUSHED GRADED BOULDERS 3/4 INCH (19 MM) AND DOWN GAUGE HAVING A MINIMUM WORKS CUBE CRUSHING STRENGTH OF 3000 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN COLUMN FOOTING OF REQUIRED SHAPE INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT, IN FOUNDATION BASEMENT AND PLINTH. | %Cft | 622 | 51433.3395 | 319,915 |
| 12 | CIV-12 | 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 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN COLUMNS OF SQUARE OR RECTANGULAR SHAPE OF REGULAR SECTION INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. BUT EXCLUDING THE COST OF REINFORCEMENT, IN FOUNDATION BASEMENT AND PLINTH. | %Cft | 90 | 56592.837 | 50,934 |
| 13 | CIV-13 | PROVIDING AND LAYING REINFORCED CEMENT CONCRETE USING USING CRUSHED GRADED BOULDERS 3/4 INCH (19 MM) AND DOWN GAUGE HAVING A MINIMUM WORKS CUBE CRUSHING STRENGTH OF 3000 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN PLINTH BEAMS OF REQUIRED SHAPE AND DESIGN INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. BUT EXCLUDING THE COST OF REINFORCEMENT, FOUNDATION BASEMENT AND PLINTH. | %Cft | 299 | 54493.1145 | 162,934 |
| 14 | CIV-14 | PROVIDING AND LAYING REINFORCED CEMENT CONCRETE USING USING CRUSHED GRADED BOULDERS 3/4 INCH (19 MM) AND DOWN GAUGE HAVING A MINIMUM WORKS CUBE CRUSHING STRENGTH OF 3000 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN COLUMNS OF SQUARE OR RECTANGULAR SHAPE OF REGULAR SECTION INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. BUT EXCLUDING THE COST OF REINFORCEMENT, IN THE GROUND FLOOR SUPERSTRUCTURE. | %Cft | 178 | 71143.2045 | 126,635 |
| 15 | CIV-15 | PROVIDING AND LAYING REINFORCED CEMENT CONCRETE USING USING CRUSHED GRADED BOULDERS 3/4 INCH (19 MM) AND DOWN GAUGE HAVING A MINIMUM WORKS CUBE CRUSHING STRENGTH OF 3000 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN COLUMNS OF SQUARE OR RECTANGULAR SHAPE OF REGULAR SECTION INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. BUT EXCLUDING THE COST OF REINFORCEMENT, IN THE FIRST FLOOR SUPERSTRUCTURE. | %Cft | 45 | 74938.6755 | 33,722 |
| 16 | CIV-16 | PROVIDING AND LAYING REINFORCED CEMENT CONCRETE USING USING CRUSHED GRADED BOULDERS 3/4 INCH (19 MM) AND DOWN GAUGE HAVING A MINIMUM WORKS CUBE CRUSHING STRENGTH OF 3000 IBS. PER SQ INCH (20.69 N/MM2) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN STRAIGHT BEAMS, LINTELS CANTILEVER BEAMS OF REQUIRED SHAPE OR SECTION INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT, IN BASEMENT AND GROUND FLOOR. | %Cft | 462 | 63885.9015 | 295,153 |
| 17 | CIV-17 | PROVIDING AND LAYING REINFORCED CEMENT CONCRETE USING USING CRUSHED GRADED BOULDERS 3/4 INCH (19 MM) AND DOWN GAUGE HAVING A MINIMUM WORKS CUBE CRUSHING STRENGTH OF 3000 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN STRAIGHT BEAMS, LINTELS CANTILEVER BEAMS OF REQUIRED SHAPE OR SECTION INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT, IN FIRST FLOOR. | %Cft | 35 | 67681.3725 | 23,688 |
| 18 | CIV-18 | 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 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN ORDINARY CANTILEVERED SLAB, HORIZONTAL SUN-SHADE OR CHAJJA TAPERED OR STRAIGHT AVERAGE 3 INCHES (76 MM) TO LESS THEN 5 INCHES (127 MM) THICK INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT, IN BASEMENT PLINTH AND GROUND FLOOR | %Cft | 91 | 71086.6125 | 64,689 |
| 19 | CIV-19 | 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 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN ORDINARY SLAB 5 INCHES (127 MM) TO 6 INCHES (152 MM) THICK INCLUDING FORM WORK AND ITS REMOVAL COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT, IN BASEMENT PLINTH AND GROUND FLOOR. | %Cft | 450 | 61542.1395 | 276,940 |
| 20 | CIV-20 | 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 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN BOTTOM SLAB IN DOME TYPE SHAPE OF OVER HEAD WATER TANK UP TO A HEIGHT OF 30 FEET (9 M) ABOVE GROUND INCLUDING FORM WORKS AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT . | %Cft | 193 | 107779.599 | 208,015 |
| 21 | CIV-21 | 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 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN ROOF SLAB OF OVER HEAD WATER TANK UP TO A HEIGHT OF 30 FEET (9 M) ABOVE GROUND INCLUDING FORM WORKS AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT.. | %Cft | 193 | 72510.228 | 139,945 |
| 22 | CIV-22 | 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 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN STRAIGHT WALLS IN OVER HEAD WATER TANK BINS, BUNKERS, INTZE TANKS AND SILO UP TO A HEIGHT OF 30 FEET (9 M) ABOVE GROUND INCLUDING FORM WORKS AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT.. | %Cft | 199 | 84124.6695 | 167,408 |
| 23 | CIV-23 | 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 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN ROOF SLAB IN DOME TYPE SHAPE ROOF UP TO 4 INCHES (102 MM) THICKNESS OT OVER HEAD WATER TANK UP TO A HEIGHT OF 30 FEET (9 ·M) ABOVE GROUND INCLUDING FORM WORKS AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT | %Cft | 271 | 165446.2125 | 448,359 |
| 24 | CIV-24 | PROVIDING AND LAYING REINFORCED CEMENT CONCRETE USING CRUSHED GRADED BOULDERS 3/4 INCH (19 MM) AND DOWN GAUGE HAVING A MINIMUM WORKS CUBE CRUSHING STRENGTH OF 3000 PSI (20.69 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN IN STRAIGHT WALL VERTICAL FINS ETC. 5 INCHS (127mm) TO 6 INCHES (152mm) THICK INCLUDING FORM WORKS AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT | %Cft | 212 | 73741.1985 | 156,331 |
| 25 | CIV-25 | PROVIDING AND LAYING FIRST CLASS SOLID BURNT BRICK MASONRY SET IN CEMENT MORTAR 1:6 IN STRAIGHT OR CURVED WALLS 9" TO 13-/2 INCHES (228 MM TO 343 MM) THICK INCLUDING SCAFFOLDING, RAKING OUT JOINTS AND CURING ETC. COMPLETE IN FOUNDATION, BASEMENT AND PLINTH (FOUNDATION AND BASEMENT MASONRY UPTO 5 FEET (1.52 RU.M.) DEPTH AND PLINTH UPTO 4 FEET (1.2 RU.M.) HEIGHT FROM GROUND LEVEL). | %Cft | 953 | 52086.8475 | 496,388 |
| 26 | CIV-26 | PROVIDING AND LAYING 2 INCHES (51 MM) THICK DAMP PROOF COURSE WITH CEMENT CONCRETE 1:2:4 CAST IN SITU USING CRUSHED GRADED BOULDERS OF 3/4 INCH (19 MM) AND DOWN GAUGE INCLUDING COMPACTING, CURING, FORM WORK AND ITS REMOVAL ETC. COMPLETE WITH APPLYING A COAT OF HOT BITUMEN (MAXPHALT 80/100 OR EQUIVALENT) USING 0.35 LBS/SQ.FT (1.71 KG/SQ.M) ON DAMP PROOF COURSE AFTER COMPLETE DRYING AND CLEANING THE SURFACE . | %Sft | 298 | 11511.18 | 34,303 |
| 27 | CIV-27 | PROVIDING AND LAYING FIRST CLASS SOLID BURNT BRICK MASONRY SET IN CEMENT MORTAR 1:6 IN STRAIGHT OR CURVED WALLS 9 TO 13-1/2 INCHES (229 MM TO 343 MM) THICK INCLUDING SCAFFOLDING, RAKING, OUT JOINTS AND CURING ETC. COMPLETE IN GROUND FLOOR SUPERSTRUCTURE. | %Cft | 936 | 55702.3095 | 521,374 |
| 28 | CIV-28 | PROVIDING AND LAYING FIRST CLASS SOLID BURNT BRICK MASONRY SET IN CEMENT MORTAR 1:6 IN STRAIGHT OR CURVED WALLS 9 TO 13-1/2 INCHES (229 MM TO 343 MM) THICK INCLUDING SCAFFOLDING, RAKING, OUT JOINTS AND CURING ETC. COMPLETE IN FIRST FLOOR SUPERSTRUCTURE . | %Cft | 358 | 58862.781 | 210,729 |
| 29 | CIV-29 | PROVIDING AND LAYING FIRST CLASS SOLID BURNT BRICK MASONRY SET IN CEMENT MORTAR 1:4 IN STRAIGHT OR CURVED WALLS 4-1/2 INCHES (114 MM) AND LESS IN THICKNESS INCLUDING SCAFFOLDING, RAKING, OUT JOINTS AND CURING ETC. COMPLETE IN GROUND FLOOR SUPERSTRUCTURE . | %Cft | 111 | 61433.8425 | 68,192 |
| 30 | CIV-30 | PROVIDING AND FIXING M.S. MOULDED STEEL DOOR FRAMES OF 5.73" X 2-1/2" (146 MM X 63 MM) MANUFACTURED FROM MILD STEEL SHEET OF 18 GAUGE (1.41 MM) CONFORMING TO B.S.S. 1245 HAVING A DOUBLE REBATE SIZE I1/2" X 1/2" (38 MM X 12 MM) PROVISION OF .3. NOS. M.S. PLATE, SECTION 1- 1 /2" X 1/4" (38 MM X 6 MM) (2 NOS. 6 INCH LONG WELDED WITH FRAME AT NOT LESS THAN 1 POINTS AND 1 NOS. 12 INCH LONG WELDED WITH FRAME AT NOT LESS THAN 20 POINTS), WITH HOLES AND THREADS FOR FIXING STEEL HINGS, FITTED WITH ONE LOCKING BOX OF SAME SHEET (POINT WELDED INSIDE THE FRAME), 6 NOS. 6 INCHES LONG FLAT IRON FIXING LUGS OF 1-1 /4" X 3/16" SECTION, TREATED WITH SPECIAL RED OXIDE PRIMER COAT ALL AROUND INCLUDING CUTTING HOLES AND FILLING THE CAVITY WITH CEMENT CONCRETE 1:2:4 ETC. IN ANY FLOOR AT ANY HEIGHT COMPLETE AS DIRECTED BY THE ENGINEER-IN-CHARGE | Per Rft | 133 | 634.23 | 84,353 |
| 31 | CIV-31 | PROVIDING AND FIXING 1-1/2 INCHES (38 MM) THICK SOLID CORE DEODAR WOOD FLUSHED VENEERED DOOR SHUTTERS, WITH AND INCLUDING THE COST OF COMMERCIAL PLYWOOD FACING 3 MM. THICK (3 PLY) ON BOTH FACES, FIXED OVER BEST QUALITY DEODAR WOOD FRAME 2 INCHES WIDE ALROUND 6 INCHES WIDE LOCK RAIL AND 2ND CLASS DEODAR WOOD SOLID CORE, I/C 1/4 INCH THICK BEST QUALITY DEODAR WOOD LIPPING ON ALL SIDES AS PER APPROVED DRAWING, MANUFACTURED UNDER POWER DRIVEN HYDRAULIC PRESS, INCLUDING THE COST OF APPROVED IRON FITTINGS BUT EXCLUDING THE COST OF HANDLES AND LOCKING ARRANGEMENT. | Per Sft | 147 | 1955.556 | 287,467 |
| 32 | CIV-32 | 1/4" (6.4 MM) THICK CEMENT PLASTER 1:4 ON SOFFITS OF CEILING, CANTILEVER SLABS, SIDES AND SOFFITS OF BEAMS ETC., IN BASEMENT, MEZZANINE AND GROUND FLOOR INCLUDING MAKING EDGES, CORNERS AND CURING ETC., COMPLETE (GROUND FLOOR ROOF CEILING) | %Sft | 1600 | 5200.9965 | 83,216 |
| 33 | CIV-33 | 1/4" (6.4 MM) THICK CEMENT PLASTER 1:4 ON SOFFITS OF CEILING, CANTILEVER SLABS, SIDES AND SOFFITS OF BEAMS ETC., IN BASEMENT, MEZZANINE AND GROUND FLOOR INCLUDING MAKING EDGES, CORNERS AND CURING ETC., COMPLETE (FIRST FLOOR ROOF CEILING) | %Sft | 323 | 5616.1215 | 18,140 |
| 34 | CIV-34 | 3/4'' (19 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 | 919 | 7202.331 | 66,189 |
| 35 | CIV-35 | 3/4'' (19 MM) THICK CEMENT PLASTER 1:4 ON WALLS AND COLUMNS ETC. IN BASEMENT, PLINTH, MEZZANINE AND FIRST FLOOR INCLUDING MAKING EDGES, CORNERS, AND CURING ETC., COMPLETE. | %Sft | 515 | 8580.1815 | 44,188 |
| 36 | CIV-36 | 1/2" (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 | 1960 | 5915.484 | 115,943 |
| 37 | CIV-37 | 1/2" (13 MM) THICK CEMENT PLASTER 1:4 ON WALLS AND COLUMNS ETC. IN BASEMENT, PLINTH, MEZZANINE AND FIRST FLOOR INCLUDING MAKING EDGES, CORNERS, AND CURING ETC., COMPLETE. | %Sft | 1185 | 6330.609 | 75,018 |
| 38 | CIV-38 | 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 | 2778 | 6574.419 | 182,637 |
| 39 | CIV-39 | SUPPLYING, STACKING, SPREADING AND FILLING STONES OF REQUIRED SIZE TO REQUIRED SLOPE FROM APPROVED QUARRIES IN PLINTH OR UNDER FLOOR INCLUDING FILLING VOIDS WITH SPAWL AND CHIPS AND CONSOLIDATION BY RAMMING LAYERS NOT EXCEEDING 9 INCHES (229 MM) IN DEPTH TO FULL COMPACTION LIFT UPTO 5 FEET (1.52 M). | %Cft | 701 | 6159.8745 | 43,181 |
| 40 | CIV-40 | PROVIDING AND LAYING 1:4:8 CEMENT CONCRETE BED UNDER FLOORS USING GRADED STONE BALLAST 2 INCHES (51 MM) AND DOWN GAUGE WITH LEVELLING AND RAMMING, WATERING AND CURING ETC. COMPLETE. | %Cft | 392 | 29749.6125 | 116,618 |
| 41 | CIV-41 | PROVIDING AND LAYING FLOORS OF 2 INCHES (51 MM) THICK 1:2:4 CEMENT CONCRETE USING CRUSHED GRADED BOULDERS 3/4 INCH (19 MM) AND DOWN GAUGE IN GROUND FLOOR LAID IN PANELS INCLUDING FORM WORK, CONSOLIDATION, FINISHING, AND CURING ETC. COMPLETE. | %Sft | 276 | 9287.6895 | 25,634 |
| 42 | CIV-42 | PROVIDING AND LAYING LIGHT COLOUR, GLAZED / NON SKID VITRIFIED PORCELAIN 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 | 1413 | 54824.499 | 774,670 |
| 43 | CIV-43 | PROVIDING AND FIXING 1/4 INCH OR 6.4 MM (APPROX.) THICK APPROVED PAKISTANI MAKE WHITE / COLOURED GLAZED TILES FROM 1.5 SQ.IT TO 3 SIT SIZE IN DADO AND SKIRTING IN GROUND FLOOR OVER 1/2" (13 MM) THICK BASE OF CEMENT MORTAR 1:3 SETTING OF TILES IN SLURRY OF GREY CEMENT OVER MORTAR BASE, INCLUDING FILLING THE JOINTS AND WASHING THE TILES WITH WHITE CEMENT SLURRY CURING AND CLEANING ETC, COMPLETE. | %Sft | 1746 | 42523.272 | 742,456 |
| 44 | CIV-44 | PROVIDING AND FIXING FULLY GLAZED CHAMPAGNE ANODIZED OR POWDER COATED ALUMINIUM SLIDING WINDOWS AS PER BRITISH STANDARD MANUFACTURED BY LUCKY, PRIME, CHAWLA, KRUDSON AND PAKISTAN CABLES. (FIXING THROUGH THEIR APPROVED FABRICATORS), DELUXE MODEL BOX SECTION 95MM X 30MM AND 1.6 MM 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. | Per Sft | 18 | 1643.2065 | 29,578 |
| 45 | CIV-45 | PROVIDING AND FIXING TINTED GLASS PANES 5 MM THICK TO M.S. BOX PIPE / ALUMINIUM DOOR, WINDOWS AND VENTILATORS 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. | Per Sft | 18 | 501.957 | 9,035 |
| 46 | CIV-46 | PROVIDING AND FIXING WITH BRASS SCREWS ALPHA KNOB SET LOCK OF APPROVED DESIGN (NO. 7000) JAPAN MAKE, CUTTING WOOD TO REQUIRED SHAPE AND SIZE WITH TWO OPERATING KEYS AS PER DIRECTION OF THE ENGINEER-IN-CHARGE | Nos | 8 | 4757.913 | 38,063 |
| 47 | CIV-47 | PROVIDING AND FIXING WITH BRASS SCREWS ALPHA KNOB SET BATH LATCH OF APPROVED DESIGN NO. 8000, JAPAN MAKE, CUTTING WOOD TO REQUIRED SHAPE AND SIZE WITH TWO OPERATING KEYS AS PER DIRECTION OF THE ENGINEER-IN-CHARGE | Nos | 6 | 5770.413 | 34,622 |
| 48 | CIV-48 | PROVIDING AND FIXING WITH BRASS SCREWS OR SPECIALLY SUPPLIED SCREWS HYDRAULIC DOOR CLOSER RAYOBI OR APPROVED DESIGN NO. 72, JAPAN MAKE, CUTTING WOOD ETC., TO REQUIRED SHAPE AND SIZE AS PER DIRECTION OF ENGINEER-IN-CHARGE . | Nos | 2 | 12597.1875 | 25,194 |
| 49 | CIV-49 | PROVIDING AND FIXING 1:3 PRECAST REINFORCED CEMENT CONCRETE JALI OR LOUVERS UPTO 2 INCHES (51 MM) THICK IN REQUIRED SHAPE INCLUDING FORM WORKS AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT, IN GROUND FLOOR (NO DEDUCTION FOR HOLES SHALL BE MADE) | %Sft | 300 | 104929.02 | 314,787 |
| 50 | CIV-50 | PROVIDING AND LAYING HEATED ASPHALT ON GROUND FLOOR ROOF AT THE RATE OF 0.20 LBS.PER SQ.FT (0.98 KG PER SQ.M) FINISHED WITH WASHED COARSE SAND 0.03 CU.FT PER SQ.FT (0.086 CU.M. PER SQ.M) INCLUDING RAMMING WITH THAPPIES ETC. COMPLETE. | %Sft | 1718 | 4402.4985 | 75,635 |
| 51 | CIV-51 | PROVIDING AND LAYING DOUBLE LAYER OF POLYTHENE SHEET OF 500 GAUGE (0.13 MM THICK) FOR WATER PROOFING LAID AS PER SPECIFICATIONS AND INSTRUCTIONS OF THE ENGINEER-IN-CHARGE IN GROUND FLOOR | %Sft | 1176 | 2538.8505 | 29,857 |
| 52 | CIV-52 | PROVIDING AND LAYING 1ST CLASS BURNT CLAY TILES OF 9" X 4-1/2" X 1-1/2" SIZE GROUTED WITH 1:3 CEMENT MORTAR OVER 4" THICK (AVG) PUDDLED EARTH COMPACTED AND SMOOTH FINISHED TO SLOPE MIXED WITH BHOOSA AT THE RATE OF ONE SEER OF BHOOSA FOR ONE CFT. OF PUDDLED EARTH IN GROUND FLOOR INCLUDING FLUSH POINTING ON TILES WORKS WITH 1:3 CEMENT MORTAR AND CURING COMPLETE. | %Sft | 1176 | 20759.9625 | 244,137 |
| 53 | CIV-53 | PROVIDING AND LAYING 1ST CLASS BURNT CLAY TILES OF 9" X 4-1/2" x 1-1/2" SIZE GROUTED WITH 1:3 CEMENT MORTAR OVER 4" THICK (AVG) PUDDLED EARTH COMPACTED AND SMOOTH FINISHED TO SLOPE MIXED WITH BHOOSA AT THE RATE OF ONE SEER OF BHOOSA FOR ONE CFT. OF PUDDLED EARTH IN FIRST FLOOR INCLUDING FLUSH POINTING ON TILES WORKS WITH 1:3 CEMENT MORTAR AND CURING COMPLETE. | %Sft | 192.9375 | 20925.3375 | 40,373 |
| 54 | CIV-54 | PROVIDING AND LAYING GOLA 3" x 3" (76 MM X 76 MM) CONCRETE 1:2:4 USING CRUSHED GRADED BOULDERS AT JUNCTION OF ROOF SLAB AND WALLS AND FINISHED WITH CEMENT PLASTER 1:4 INCLUDING CURING ETC. COMPLETE. | %Rft | 136 | 4323.186 | 5,880 |
| 55 | CIV-55 | 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 PSI (20.67 MPA) AT 28 DAYS WITH A MIX NOT LEANER THAN 1:2:4 IN SILL AND BED PLATES OF STRAIGHT OR CIRCULAR WALLS INCLUDING FORM WORK AND ITS REMOVAL, COMPACTING AND CURING ETC. COMPLETE BUT EXCLUDING THE COST OF REINFORCEMENT, IN GROUND FLOOR. | %Cft | 5 | 62696.241 | 3,135 |
| 56 | CIV-56 | PROVIDING AND FIXING 2" DIA STAINLESS STEEL PIPE (18 GAUGE) 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 INCLUDING COST OF LABOUR, WELDING CHARGES FITTING & FIXING IN MARBLE FLOOR AND WALL ETC COMPLETE AS PER DIRECTION OF THE ENGINEER INCHARGE. | Per Rft | 15 | 3016.413 | 45,246 |
| 57 | CIV-57 | DISTEMPERING WITH VINYLE DISTEMPER (ICI) DULUX PAINTEX OF APPROVED MAKE AND SHADE IN TWO COATS OVER AND INCLUDING THE COST OF WALL PUTTI, SAND PAPERING, DUSTING, AND FILLING THE HOLES, CRACKS AND INEQUALITIES, IF ANY, AT ANY HEIGHT IN ANY FLOOR. | %Sft | 1600 | 4591.6875 | 73,467 |
| 58 | CIV-58 | 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 | 1434 | 9095.463 | 130,429 |
| 59 | CIV-59 | 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 | 433 | 8196.1875 | 35,489 |
| 60 | CIV-60 | 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 | 3145 | 5951.8125 | 187,185 |
| 61 | CIV-61 | PROVIDING AND FIXING 4" (100 MM) DIA POLYVINYLE CHLORIDE RAIN WATER (PVC) DOWN PIPE WITH MILD STEEL CLAMPS, BOLTS AND NUTS FIXED IN CEMENT CONCRETE 1:2:4 ETC. COMPLETE. | Per Rft | 120 | 970.2045 | 116,425 |
| 62 | CIV-62 | PROVIDING AND FIXING 4" (100 MM) DIA POLYVINYLE 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 | 12 | 2359.9755 | 28,320 |
| 63 | CIV-63 | PROVIDING AND LAYING FLOOR OF 3/4 INCH (19 MM) THICK GRANITE TILES PAKISTANI ORIGIN MORE THAN 3 SQ.FT. UPTO 5 SQ.FT (MORE THAN 0.28 SQ.M UPTO 0.46 SQ.M) SIZE FINE DRESSED ON THE SURFACE, WITHOUT WINDING IN GROUND FLOOR OVER 1 INCH (25 MM) CEMENT MORTAR 1:2 (ONE CEMENT, TWO 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. | 100 Sft | 452 | 100127.475 | 452,576 |
| 64 | CIV-64 | 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 MS. 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. | Per Kg | 9725 | 381.3075 | 3,708,215 |
| 65 | CIV-65 | 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 MS. CHAIRS, TYING WITH BINDING WIRE, COST OF CHAIRS AND WIRES ETC. IN ALL KINDS OF RCC WORK IN FIRST FLOOR OF BUILDING INCLUDING OVERHEAD TANKS AND IN PROJECTIONS FOR FUTURE EXTENSION. | Per Kg | 991 | 387.3015 | 383,816 |
| 66 | CIV-66 | PROVIDING & FIXING MACHINE MADE GUTTCA BRICK TILES FACING 1-1/2" TO 2" THICK IN CEMENT MARTER 1:3 CEMENT POINTED IN DEEP CUT GROOVES AND IN ANY PATTERN AS PER DIRECTION OF THE ENGINEER INCLUDING IN ANY FLOOR IN ANY HEIGHT. | %Sft | 1094 | 40113.198 | 438,838 |
| 67 | CIV-67 | PROVIDNG AND FIXING FIBER SHED CONSISTING OF 5 PLY FIBER SHEET (6.5 MM) AND 2" X 2'' M.S BOX PIPE 16 GAUGE MAIN FRAME BEAMS AND CENTRAL BRACING 2" x 2" AT 24" C/C DIAGONAL AND 2"X2" SUPPORT UPTO 2 FEET C/C OVER 4" DIA M.S PIPE 16 GAUGE 10-14 FEET HEIGH I/C THE COST OF EXCAVATION WITH PCC 1:2:4 AND RCC WITH STEEL AND M.S STEEL PLATE 1/2" THICK IN FOUNDATION, SIZE 2' x 2' CUTTING FITTING, WELDING PAINTING ETC, COMPLETE AS PER DIRECTION OF ENGINEER IN CHARGE. | Per Sft | 1080 | 1451.25 | 1,567,350 |
| 68 | CIV-68 | PROVIDING AND FIXING DOUBLE LEAF STEEL DOORS MADE TO CRITTAL OR EQUIVALENT STANDARD AND OF APPROVED SECTIONS FULLY PANELLED WITH M. S, SHEET OF 16 GAUGE PAINTED WITH COATS OF RED OXIDE PAINT INCLUDING USING APPROVED BRASS SECTION OXIDIZED FITTINGS, IRON LUGS, INCLUDING CUTTING HOLES AND MAKING GOOD DAMAGES TO WALLS ETC. COMPLETE AS REQUIRED IN ANY FLOOR. | Per Sft | 217 | 1335.123 | 289,722 |
| 69 | CIV-69 | PROVIDING AND FIXING RAILING OF M. S. SQUARE BARS AT REQUIRED SPACING 34 WITH HORIZONTAL FLAT IRON AS PER APPROVED DESIGN INCLUDING MAKING HOLES FIXING WITH SUNK IRON SCREWS, PAINTING TWO COATS OF RED OXIDE PAINT ETC. COMPLETE AS REQUIRED IN ANY FLOOR .. | Per Kg | 218 | 438.831 | 95,665 |
| 70 | CIV-70 | PROVIDING AND LAYING FLOOR OF 1 INCH (25 MM) THICK WHITE MARBLE TILES, MORE THAN 72 SQ. INCH UPTO 144 SQ. INCH (MORE THAN 464 SQ.CM UPTO 928 SQ.CM) SIZE FINE DRESSED ON THE SURFACE, WITHOUT WINDING IN GROUND FLOOR OVER 1 INCH (25 MM) LIME MORTAR 1:2 (ONE LIME TWO SAND) SETTING THE MARBLE TILES WITH GREY CEMENT SLURRY OVER LIME MORTAR, JOINTING AND WASHING THE TILES WITH WHITE CEMENT SLURRY INCLUDING CURING, RUBBING AND POLISHING ETC. COMPLETE INCLUDING THE COST OF MORTAR. | %Sft | 124 | 53063.1 | 65,798 |
| 71 | CIV-71 | P/F 12MM THICK TEMPERED GLASS , SWING DOOR,UPAK MADE AS PER APPROVED MANUFACTURERS (FIXING THROUGH THEIR APPROVED FABRICATORS), D- LOCK, SILICON MOVING MACHINES ALL ACCESSORIES, CUTTING HOLES ETC AND MAKING GOOD DAMAGES ETC. COMPLETE AS REQUIRED IN ANY FLOOR AS PER DIRECTION OF ENGINNER INCHARGE. | Per Sft | 48 | 3055.5765 | 146,668 |
| 72 | CIV-72 | PROVIDING AND LAYING 12 MM THICK OR MORE SAFF CARPET FLOORING (PREFERABLY NYLON MATERIAL) OF APPROVED MAKE AND SHADE (WITH MUSSALA PRINT / PLAIN) LAID IN APPROVED DESIGN, WEIGHING ATLEAST 2.9 KG/SQM INCLUDING FIXING WITH APPROVED ADHESIVE ETC. COMPLETE IN ANY FLOOR AS PER DIRECTION OF THE ENGINEER-IN-CHARGE. | Per Sft | 1584 | 998 | 1,580,832 |
| 73 | PLUMB-01 | PROVIDING AND FIXING BEST QUALITY WHITE GLAZED EARTHENWARE ONE PIECE TOILET (COMMODE) COUPLED WITH FLUSH TANK (PORTA OR EQUIVALENT) COMPLETE WITH AND INCLUDING COST OF PLASTIC SEAT WITH BUFFERS, WITH INTERNAL FITTINGS COMPLETE. | Nos. | 2 | 64462.5 | 128,925 |
| 74 | PLUMB-02 | PROVIDING AND FIXING BEST QUALITY SQUATTING TYPE EARTHERN WARE W.C. PAN (PORTA OR EQUIVALENT) COMPLETE WITH AND INCLUDING THE COST OF 13.6 LITRE BEST QUALITY LOW LEVEL PLASTIC SLUSHING CISTERN WITH INTERNAL FITTINGS COMPLETE, P.V.C FLUSHING PIPE SUITABLE FOR SQUATTING TYPE WITH EXTRA BENDS AND LENGTH WITH FITTINGS, PVC TRAP 4 INCHES (1 00MM) DIA AND MAKING REQUISITE NUMBER OF HOLES IN WALLS, PLINTH & FLOOR FOR PIPE CONNECTION AND MAKING GOOD IN CEMENT CONCRETE 1:2:4. | Nos. | 4 | 26547.75 | 106,191 |
| 75 | PLUMB-03 | PROVIDING AND FIXING 22 INCHES X 16 INCHES (560 X 406 MM) LAVATORY BASIN IN WHITE GLAZED EARTHENWARE (PAKISTANI) COMPLETE WITH AND INCLUDING THE COST OF BRASS OXIDIZED BOLTS KIT BUILT INTO WALLS 1/2 INCHES (15 MM) DIA. CHROME PLATED MIXER, 1-1/4 INCHES (32 MM) RUBBER PLUG AND CHROME PLATED BRASS CHAIN 1-1/4 INCHES (32 MM) DIA BRASS WASTE OF APPROVED PATTERN 1-1/4 INCHES (32 MM) DIA CHROMIUM PLATED BOTTLE TRAP WITH 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 | 16554.375 | 66,218 |
| 76 | PLUMB-04 | PROVIDING AND FIXING 6 INCHES X 2 INCHES OR 6 INCHES X 3 INCHES (150 MM X 50 MM OR 150 MM X 80 MM) C.I. FLOOR TRAP OF APPROVED SELF CLEANSING DESIGN WITH C.I. SCREWED DOWN GRATING WITH OR WITHOUT A VENT ARM COMPLETE WITH AND INCLUDING MAKING REQUISITE NUMBER OF HOLES IN WALLS, PLINTH AND FLOOR FOR PIPE CONNECTION AND MAKING GOOD IN CEMENT CONCRETE 1:2:4. | Nos. | 10 | 1942.988 | 19,430 |
| 77 | PLUMB-05 | PROVIDING AND FIXING 20MM DIA PPRC PIPE PN-20 WITH SPECIALS, AND CLAMPS ETC, INCLUDING CUTTING AND FITTING COMPLETE WITH AND IN-ELUDING THE COST OF BREAKING THROUGH WALLS AND ROOF AND MAKING GOOD ETC; AFTER CLEANING THE PIPE AND CARTAGE WITHIN 10 MILES | Per Rft | 720 | 207.158 | 149,154 |
| 78 | PLUMB-06 | PROVIDING AND FIXING 25MM DIA PPRC PIPE PN-20 WITH SPECIALS, AND CLAMPS ETC, INCLUDING CUTTING AND FITTING COMPLETE WITH AND IN-ELUDING THE COST OF BREAKING THROUGH WALLS AND ROOF AND MAKING GOOD ETC; AFTER CLEANING THE PIPE AND CARTAGE WITHIN 10 MILES. | Per Rft | 430 | 290.682 | 124,993 |
| 79 | PLUMB-07 | PROVIDING AND FIXING 50MM DIA PPRC PIPE PN-20 WITH SPECIALS, AND CLAMPS ETC, INCLUDING CUTTING AND FITTING COMPLETE WITH AND IN-ELUDING THE COST OF BREAKING THROUGH WALLS AND ROOF AND MAKING GOOD ETC; AFTER CLEANING THE PIPE AND CARTAGE WITHIN 10 MILES | Per Rft | 160 | 1009.274 | 161,484 |
| 80 | PLUMB-08 | PROVIDING AND FIXING 4 INCH (100 MM) DIA UN PLATISIZED POLYVINYL CHLORIDE PIPE (U.P.V.C) "E" CLASS (WORKING PRESSURE 12 KG/CM2) WITH SPECIALS AND CLAMPS ETC., INCLUDING CUTTING AND FITTING, COMPLETE WITH AND INCLUDING THE COST OF BREAKING THROUGH WALLS AND ROOF AND MAKING GOOD ETC. AFTER CLEANING THE PIPE AND CARTAGE WITHIN 10 MILES (16.09 KM) | Per Rft | 126 | 970.812 | 122,322 |
| 81 | PLUMB-09 | PROVIDING AND FIXING 3 INCH DIA (75MM DIA) DIA UN PLATISIZED POLYVINYL CHLORIDE PIPE (U.P.V.C) "E" CLASS (WORKING PRESSURE 12 KG/CM2) WITH SPECIALS AND CLAMPS ETC., INCLUDING CUTTING AND FITTING, COMPLETE WITH AND INCLUDING THE COST OF BREAKING THROUGH WALLS AND ROOF AND MAKING GOOD ETC. AFTER CLEANING THE PIPE AND CARTAGE WITHIN 10 MILES (16.09 KM) | Per Rft | 48 | 703.31 | 33,759 |
| 82 | PLUMB-10 | PROVIDING AND FIXING 3/4 INCHES (20 MM) DIA FULL WAY GUN METAL VALVES WITH WHEELS 1HREADED OR FLANGED ENDS WITH RUBBER WASHERS, (STANDARD PATTERN). | Nos. | 6 | 2724.165 | 16,345 |
| 83 | PLUMB-11 | PROVIDING AND FIXING 1 INCHES (25 MM) DIA FULL WAY GUN METAL VALVES WITH WHEELS 1HREADED OR FLANGED ENDS WITH RUBBER WASHERS, (STANDARD PATTERN). | Nos. | 6 | 5417.415 | 32,504 |
| 84 | PLUMB-12 | PROVIDING AND FIXING 2 INCHES (50 MM) DIA FULL WAY GUN METAL VALVES WITH WHEELS THREADED OR FLANGED ENDS WITH RUBBER WASHERS, (STANDARD PATTERN). | Nos. | 4 | 11744.19 | 46,977 |
| 85 | PLUMB-13 | PROVIDING AND FIXING 30" X 3/4" (762 MM X 20 MM) DIA APPROVED QUALITY OF CHROME PLATED BRASS TOWEL RAIL COMPLETE WITH BRACKETS FIXED WITH 1"(25 MM) | Nos. | 4 | 3673.229 | 14,693 |
| 86 | PLUMB-14 | PROVIDING AND FIXING 24 INCHES X 18 INCHES (61 0 MM X 457 MM) LOOKING MIRROR OF IMPORTED GLASS 5 MM THICK FIXING WITH CP CLAMPS AND SCREWS | Nos. | 4 | 2934.873 | 11,739 |
| 87 | PLUMB-15 | PROVIDING AND FIXING 24 INCHES X 18 INCHES (61 MM X 457 MM) LOOKING MIRROR OF IMPORTED GLASS 5 MM THICK FIXING WITH CP CLAMPS AND SCREWS | Nos. | 4 | 4565.363 | 18,261 |
| 88 | PLUMB-16 | PROVIDING & FIXING CHROMIUM PLATED MUSLIM BIB-COCK WITH MUSLIM SHOWER OF APPROVED QUALITY. | Nos. | 4 | 1526.04 | 6,104 |
| 89 | PLUMB-17 | PROVIDING AND FIXING 1/2 INCH (15 MM) DIA CP BIB COCKS. | Nos. | 20 | 1661.04 | 33,221 |
| 90 | PLUMB-18 | PROVIDING AND FIXING 1/2 INCH (15 MM) DIA CP STOP COCKS/TEE STOP COCK | Nos. | 12 | 2144.475 | 25,734 |
| 91 | SEW-1 | EXCAVATION FOR RAFT FOUNDATIONS, UNDERGROUND TANKS AND SEPTIC TANKS (RECTANGULAR OR SQUARE) IN ALL KINDS OF MURUM SOIL AND BACK FIILING THE EXCAVATED MATERIAL ALL ROUND THE TRENCHES INCLUDING BREAKING CLODS, WATERING, CONSOLIDATION BY RAMMING IN LAYERS NOT EXCEEDING 9 INCHES (229 MM) IN DEPTH TO FULL COMPACTION, DRESSING AND DISPOSAL OF SURPLUS EXCAVATED STUFF AS DIRECTED, LEAD UP TO ONE CHAIN (30.5 RU.M) AND LIFT UP TO 5 FEET (1.52 M). | %Cft | 3442 | 2275.1685 | 78,311 |
| 92 | SEW-2 | EXCAVATION FOR RAFT FOUNDATIONS, UNDERGROUND TANKS AND SEPTIC TANKS (RECTANGULAR OR SQUARE) IN ALL KINDS OF MURUM SOIL AND BACK FIILING THE EXCAVATED MATERIAL ALL ROUND THE TRENCHES INCLUDING BREAKING CLODS, WATERING, CONSOLIDATION BY RAMMING IN LAYERS NOT EXCEEDING 9 INCHES (229 MM) IN DEPTH TO FULL COMPACTION, DRESSING AND DISPOSAL OF SURPLUS EXCAVATED STUFF AS DIRECTED, LEAD UP TO ONE CHAIN (30.5 RU.M) AND LIFT UP TO 8 FEET (2.44 M). | %Cft | 780 | 2595.7935 | 20,247 |
| 93 | SEW-3 | EXCAVATION FOR RAFT FOUNDATIONS, UNDERGROUND TANKS AND SEPTIC TANKS (RECTANGULAR OR SQUARE) IN ALL KINDS OF MURUM SOIL AND BACK FIILING THE EXCAVATED MATERIAL ALL ROUND THE TRENCHES INCLUDING BREAKING CLODS, WATERING, CONSOLIDATION BY RAMMING IN LAYERS NOT EXCEEDING 9 INCHES (229 MM) IN DEPTH TO FULL COMPACTION, DRESSING AND DISPOSAL OF SURPLUS EXCAVATED STUFF AS DIRECTED, LEAD UP TO ONE CHAIN (30.5 RU.M) AND LIFT UP TO 11 FEET (3.35 M). | %Cft | 520 | 2916.4185 | 15,165 |
| 94 | SEW-4 | PROVIDING AND FIXING 6 INCHES X 2 INCHES OR 6 INCHES X 3 INCHES (150 MM X 50 MM OR 150 MM X 80 MM) C.I. FLOOR TRAP OF APPROVED SELF CLEANSING DESIGN WITH C.I. SCREWED DOWN GRATING WITH OR WITHOUT A VENT ARM COMPLETE WITH AND INCLUDING MAKING REQUISITE NUMBER OF HOLES IN WALLS, PLINTH AND FLOOR FOR PIPE CONNECTION AND MAKING GOOD IN CEMENT CONCRETE 1:2:4. | %Cft | 86 | 29354.7375 | 25,245 |
| 95 | SEW-5 | PROVIDING AND LAYING FIRST CLASS SOLID BURNT BRICK MASONRY SET IN CEMENT MORTAR 1:6 IN STRAIGHT OR CURVED WALLS MORE THAN 13-1/2 INCHES (343 MM) THICK INCLUDING SCAFFOLDING, RAKING OUT JOINTS AND CURING ETC. COMPLETE IN FOUNDATION, BASEMENT AND PLINTH (FOUNDATION AND BASEMENT MASONRY UPTO 5 FEET (1.52 RU.M.) DEPTH AND PLINTH UPTO 4 FEET (1.2 RU.M.) HEIGHT FROM GROUND LEVEL). | %Cft | 486 | 48775.122 | 237,047 |
| 96 | SEW-6 | PROVIDING AND LAYING FIRST CLASS SOLID BURNT BRICK MASONRY SET IN CEMENT MORTAR 1:6 FOR ARCHES ON STRAIGHT OR CURVED WALLS 4-1/2 INCHES (114 MM) AND LESS IN THICKNESS INCLUDING SCAFFOLDING, FORM WORK AND ITS REMOVAL, RAKING OUT JOINTS AND CURING ETC. COMPLETE IN FOUNDATION, BASEMENT AND PLINTH (FOUNDATION AND BASEMENT MASONRY UPTO 5 FEET (1.52 RU.M.) DEPTH AND PLINTH UPTO 4 FEET (1.2 RU.M.) HEIGHT FROM GROUND LEVEL). | %Cft | 152 | 97999.4295 | 148,959 |
| 97 | SEW-7 | PROVIDING AND LAYING FLOORS OF 3 INCHES (76 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 | 212 | 12909.24 | 27,368 |
| 98 | SEW-8 | PROVIDING & LAYING R.C.C 1:2:4 SLAB COVER 3" THICK AVERAGE (PRE-CAST COMPLETE WITH M.S ANGLE IRON FRAME, M.S BARS EMBEDDED IN CONCRETE) OF ANY SHAPE INCLUDING THE COST OF REINFORCEMENT AND WELDING ETC. AS PER DIRECTION OF ENGINEER LNCHARGE. | Per Cft | 86 | 3070.8855 | 264,096 |
| 99 | SEW-9 | 3/4'' (19 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 | 1351 | 7202.331 | 97,303 |
| 100 | SEW-10 | PROVIDING 9 INCHES (230 MM) DIA. RCC PIPES AND COLLARS OF CLASS 'A' AND FIXING IN TRENCH INCLUDING CUTTING, FITTING AND JOINTING WITH MAXPHALT COMPOSITION AND CEMENT MORTAR (1:1) AND TESTING WITH WATER TO A HEAD OF 4 FEET (1.22 M) ABOVE THE TOP OF THE HIGHEST PIPE INCLUDING CARTAGE WITHIN 10 MILES (16.09 KM.) | Per Rft | 300 | 527.1615 | 158,148 |
| 101 | SEW-11 | 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. | 4 | 18105.2685 | 72,421 |
| 102 | SEW-12 | 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 24 INCHES (610 MM) DIA. (INSIDE) CAST IRON COVER AND FRAME WEIGHT 1 CWT 3 QTR (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. | 4 | 43165.9935 | 172,664 |
| 103 | SEW-13 | 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. | 1 | 1012.5 | 1,013 |
| 104 | EXDW-1 | LEVELLING AND DRESSING THE GROUND BY CUTTING AND FILLING EARTH UPTO 6 INCHES (152 MM) IN DEPTH INCLUDING CONSOLIDATING AND WATERING, COMPLETE AS REQUIRED | %Sft | 4900 | 448.875 | 21,995 |
| 105 | EXDW-2 | PREPARATION OF SUB-GRADE OVER BOTTOM OF EXCAVATION WITH REQUIRED DRESSING TO REQUIRED GRADE, CAMBER AND SIDE SLOPES INCLUDING CUTTING TO REQUIRED DEPTH AND BREAKING CLODS WATERING AND CONSOLIDATION WITH SUITABLE MECHANICAL MEANS TO ATTAIN MINIMUM DENSITY OF 95% MODIFIED A.A.S.H.O. MAXIMUM DRY DENSITY FOR TOP 6" (152MM) LAYERS INCLUDING DISPOSAL OF SURPLUS EARTH WITHIN 3 CHAINS (92 M) LEAD COMPLETE. | %Sft | 4900 | 2003.0625 | 98,150 |
| 106 | EXDW-3 | SUPPLYING AND LAYING MACHINE CRUSHED 3/4" TO 3/16" (19 MM TO 4.8 MM) STONE BALLAST OF APPROVED GRADE AND QUALITY IN SUB-BASE OR BASE COURSES IN REQUIRED GRADE AND CAMBER. AND COMPACTING TO THE REQUIRED DENSITY BY APPROVED MECHANICAL MEANS (VIBRATORY ROLLER, ROAD PACKER AND SMOOTH WHEEL ROLLER ETC.) INCLUDING WATERING WITH ALL LEAD AND LIFT COMPLETE (ACTUAL COMPACTED DEPTH SHALL BE CONSIDERED FOR PAYMENT) | %Cft | 3675 | 14341.2255 | 527,040 |
| 107 | EXDW-4 | PROVIDING AND FIXING 6 INCHES X 2 INCHES OR 6 INCHES X 3 INCHES (150 MM X 50 MM OR 150 MM X 80 MM) C.I. FLOOR TRAP OF APPROVED SELF CLEANSING DESIGN WITH C.I. SCREWED DOWN GRATING WITH OR WITHOUT A VENT ARM COMPLETE WITH AND INCLUDING MAKING REQUISITE NUMBER OF HOLES IN WALLS, PLINTH AND FLOOR FOR PIPE CONNECTION AND MAKING GOOD IN CEMENT CONCRETE 1:2:4. | Per Sft | 1700 | 163.863 | 278,567 |
| 108 | EXDW-5 | PROVIDING AND LAYING 1:4:8 CEMENT CONCRETE IN ANY THICKNESS USING 2" (51 MM) AND DOWN GAUGE STONE BALLAST OF APPROVED GRADE AND QUALITY OVER PREPARED SUB-GRADE OR SAND CUSHION IN ROADS, PATHS, CRETEWAYS LAID TO REQUIRED GRADIENT AND CAMBER INCLUDING COST OF NECESSARY FORM WORK AND ITS REMOVAL COMPACTING WITH VIBRATORS INCLUDING CURING ETC. COMPLETE. | %Cft | 2532 | 37634.3145 | 952,901 |
| 109 | EXDW-6 | PROVIDING AND LAYING ROAD KERB OF PRECAST CEMENT CONCRETE 1:2:4 (24" LONG 6" WIDE AND 12" DEEP (610 MM LONG 152 MM WIDE AND 305 MM DEEP) USING SCREENED GRADED BAJRI, FROM WORK AND ITS REMOVAL COMPACTING AND CURING LAID IN CEMENT MORTAR 1 :4 AND CEMENT PLASTER 1:4 NEATLY FINISHED INCLUDING COST OF EXCAVATION AND BACK FILLING OF EXCAVATED STUFF AND ITS DISPOSAL WITHIN ONE CHAIN LEAD AS DESIRED. | %Rft | 600 | 45779.6745 | 274,678 |
| 110 | EXDW-7 | PROVIDING AND LAYING 4" (102 MM) THICK CEMENT CONCRETE NOT LEANER THAN 1:1-1/2:3 (MINIMUM WORKS CUBE STRENGTH OF 2812 PSI OR 198 KG/SQ.CM. AT 28 DAYS) IN ROADS, PATHS, CRETE-WAYS ETC. USING GRADED SCREENED BAJRI IN PANELS OF APPROVED SIZE LAID TO REQUIRED GRADIENT AND CAMBER OVER POLYTHENE SHEET OF 500 GAUGE AS VAPOUR BARRIER INCLUDING COST OF NECESSARY FORM WORK AND ITS REMOVAL, COMPACTING WITH VIBRATORS (IMMERSION OR SCREEN OR BOTH) BELTING AND ROUGHENING THE SURFACE ALTER LAYING CONCRETE, WITH BRUSH AND CURING ETC., COMPLETE. | %Sft | 2880 | 20729.52 | 597,010 |
| 111 | E/M-1 | WIRING FOR LIGHT, FAN OR CALL BELL POINT WITH (3/.029") PVC INSULATED WIRE IN 20 MM², (3/4") DIA UPVC CONDUIT RECESSED IN THE WALL, COLUMN, ROOF, INCLUDING 1MM² SINGLE CORE PVC INSULATED WIRE AS ECC AS REQUIRED. | Points | 60 | 3545 | 212,700 |
| 112 | E/M-2 | WIRING FOR PLUG POINT WITH (3/.029") PVC INSULATED WIRE IN 20 MM (3/4”) DIA UPVC CONDUIT RECESSED IN THE WALL, COLUMN, ROOF, INCLUDING 1MM², SINGLE CORE PVC INSULATED WIRE AS ECC AS REQUIRED. | Points | 8 | 1931.25 | 15,450 |
| 113 | E/M-3 | WIRING FOR SUB-MAIN WITH 2 x 2.5 MM², PVC INSULATED WIRE 300/500 VOLTS GRADE, SINGLE CORE, STRANDED COPPER CONDUCTOR WIRE IN 20 MM (3/4”) DIA UPVC CONDUIT RECESSED IN THE WALL, COLUMN AND ROOF ETC INCLUDING 1.5 MM² PVC INSULATED WIRE SINGLE CORE WIRE AS ECC AS REQUIRED. | RM | 40 | 561.25 | 22,450 |
| 114 | E/M-4 | PROVIDING AND FIXING 6 INCHES X 2 INCHES OR 6 INCHES X 3 INCHES (150 MM X 50 MM OR 150 MM X 80 MM) C.I. FLOOR TRAP OF APPROVED SELF CLEANSING DESIGN WITH C.I. SCREWED DOWN GRATING WITH OR WITHOUT A VENT ARM COMPLETE WITH AND INCLUDING MAKING REQUISITE NUMBER OF HOLES IN WALLS, PLINTH AND FLOOR FOR PIPE CONNECTION AND MAKING GOOD IN CEMENT CONCRETE 1:2:4. | Nos. | 30 | 3854 | 115,620 |
| 115 | E/M-5 | PROVIDING, INSTALLATION, TESTING & COMMISSIONING OF FLOOD LIGHTS (LP66) 110-120 WATTS INCLUDING DRIVER, HAVING WARM / NEUTRAL WHITE/ COOL WHITE COLOUR, 90-110 LM/WATT EFFICIENY, 0.9 OR ABOVE POWER FACTOR ,20000-25000 HOURS LIFE CYCLE, INCLUDING CONNECTION, COMPLETE IN ALL RESPECT AS APPROVED BY ENGINEER INCHARGE. | Nos. | 2 | 44945.55 | 89,891 |
| 116 | E/M-6 | PROVIDING, INSTALLATION, TESTING & COMMISSIONING OF EMERGENCY LIGHTS 5-7 WATTS EMERGENCY LIGHT (SURFACE/RECESSED) INCLUDING CONNECTION, COMPLETE IN ALL RESPECT AS APPROVED BY ENGINEER INCHARGE. | Nos. | 2 | 7402 | 14,804 |
| 117 | E/M-7 | PROVIDING, INSTALLATION, TESTING & COMMISSIONING OF LED STRIP LIGHTS 18-20 WATTS (4 FEET) HAVING WARM / NEUTRAL WHITE/ COOL WHITE COLOUR, 90-100 LM/WATT EFFICIENY, 0.9 OR ABOVE POWER FACTOR 10000-15000 HOURS LIFE CYCLE, INCLUDING CONNECTION, COMPLETE IN ALL RESPECT AS APPROVED BY ENGINEER INCHARGE. | Nos. | 50 | 2397 | 119,850 |
| 118 | E/M-8 | 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. (SCHNEIDER/PHILIPS) | Nos. | 19 | 471 | 8,949 |
| 119 | E/M-9 | PROVIDING & FIXING 10 AMPS POLYCARBONATE FLAME RETARDANT 2-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. (SCHNEIDER/PHILIPS) | Nos. | 8 | 933 | 7,464 |
| 120 | E/M-10 | 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(SCHNEIDER/PHILIPS) | Nos. | 4 | 1120 | 4,480 |
| 121 | E/M-11 | PROVIDING & FIXING 20 AMPS, DP SWITCH WITH NEON INDICATOR LAMP FIXED ON METAL BOARD RECESSED IN THE WALL DULY COVERED WITH FIBER SHEET, I/C INTER-CONNECTION AS REQUIRED BY ENGR. INCHARGE. | Nos. | 4 | 3438 | 13,752 |
| 122 | E/M-12 | PROVIDING, INSTALLATION, TESTING & COMMISSIONING OF 55/55 GALLONS DUAL SUPPLY (GAS & ELECTRIC) GEYSERS WITH FULLY AUTOMATIC THERMOSTAT, COMPLETE IN ALL RESPECT, AS APPROVED BY THE ENGINEER IN CHARGE. | Job | 2 | 80023.2 | 160,046 |
| 123 | E/M-13 | PROVIDING AND INSTALLATION OF OUTDOOR BOLLARD LIGHT, C.C. MOUNTED WITH SECURE BASE PLATE, MATERIAL SS-316 BODY (2.5MM THICKNESS, 8.61 KG) & BASE PLATE (4MM THICKNESS, 1.62 KG) WITH BRUSHED FINISH AND LASET CUT DESIGN AS PER GIVEN DESIGN, FROSTED TEMPERED GLASS. THE FIXTURE SHALL HAVE, 36 INCHES HEIGHT, BODY DIAMETER: 6 INCHES, BASE PLATE DIAMETER: 10 INCHES, LED BULB: 2 × 12-14 WATT, 220–240V AC, 50HZ, 3000K (WARM WHITE), -120 LM/WATT, IP66, TEMPERATURE RANGE: -20°C TO +50°C, LIFESPAN: 50,000 HOURS, INTEGRATED PHOTOCELL, IK10 (VANDAL-PROOF, SHATTER-RESISTANT DESIGN), UV PROTECTION, SECURITY SCREWS CUSTOMIZED HEAD, CONCEALED ANCHOR BOLTS, BOLTED TO A CONCRETE BASE USING HEAVY-DUTY ANCHOR BOLTS BOTTOM-MOUNTED FOR CONCEALED WIRING WITH CABLE GLANDS, SS CUSTOMIZED BOLT HEAD, COMPLETE IN ALL RESPECTS AS REQUIRED BY ENGINEER IN-CHARGE. | Job | 15 | 50874 | 763,110 |
| 124 | E/M-14 | PROVIDING AND INSTALLING 200 MM DIAMETER RECESSED LED INGROUND UPLIGHT (18–24 W, 3000K, IP67, 220–240 V AC) WITH STAINLESS STEEL TOP, POWDER-COATED ALUMINUM HOUSING, TEMPERED GLASS COVER, AND BUILT-IN OR EXTERNAL LED DRIVER, SUITABLE FOR FAÇADE AND LANDSCAPE LIGHTING. INCLUDES EMBEDDED SLEEVE, SEALED WIRING, AND ALL RELATED CIVIL WORKS AS PER MANUFACTURER’S INSTRUCTIONS AND ENGINEER IN-CHARGE’S APPROVAL. | Job | 15 | 6594 | 98,910 |
| 125 | E/M-15 | PROVIDING & FIXING MONO BLOCK PUMPING SET COMPLETE WITH 1HP PUMP 2850/2900 RPM COMPLETE WITH AC 220V SINGLE PHASE MOTOR ON A COMMON BASE PLATE HAVING SUCTION & DISCHARGE 1”X1” AS APPROVED. | Job | 2 | 32609 | 65,218 |
| 126 | E/M-16 | DISMANTLING, SHIFTING, AND REINSTALLATION OF EXISTING CUBICAL-TYPE DB. INCLUDES SUPPLY AND FIXING OF IP66-COMPLIANT GLAND PLATES, CABLE EXTENSIONS WITH LUGS AND FERRULES, EARTHING AND BONDING, REPLACEMENT OF ANY FAULTY PROTECTION DEVICES, CIRCUIT AND DB LABELING, IR TESTING OF CIRCUITS, REPLACEMENT OF DB DAMAGED BODY PARTS, SEALING TO ENSURE IP66 RATING, AND ALL NECESSARY WORKS FOR TESTING AND COMMISSIONING AS PER ENGINEER’S INSTRUCTIONS. | Job | 1 | 35250 | 35,250 |
| GRAND TOTAL: | Rs 24,090,740.00 |
EXTENSION OF MOSQUE AT CATI HYDERABAD
1. Building Civil Works
2. Plumbing and Sanitary Works
3. Sewerage Works
4. External Development Works
5. Electrical Works
For Individual Jobs
| # | Job Title | Quantity | Unit Price (PKR) | Total Price (PKR) | Delivery Location | Delivery Period / Year | Country of Origin |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| 2 |
| # | Lot Title | Total Lot Price (PKR) | Country of Origin |
|---|---|---|---|
| 1 | [Lot 1 Title] |
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The following Special Conditions of Contract shall supplement the General Conditions of Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the Conditions of Contract. The corresponding clause number of the GCC is indicated in parentheses.
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Number of GC Clause |
Amendments of, and Supplements to, Clauses in the General Conditions of Contract |
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 |
Definitions The Procuring Agency is: Civil Aviation Training Institute (CATI) - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Airport, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province). The Supplier is: The title of the subject procurement is:EXTENSION OF MOSQUE AT CATI HYDERABAD |
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GCC 2 |
Applicable/Governing Law: The Contract shall be interpreted in accordance with the laws of Islamic Republic of Pakistan |
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GCC 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. |
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GCC 4 |
Notices: The addresses for the notices are: Procuring Agency: Civil Aviation Training Institute (CATI) - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Contractor/ Bidder:  [Name, address and telephone number]. The Contractor/ Bidder’s Representative(s) [Name, address, telephone number and e-mail address]  |
|
GCC 6.1 |
The Authorized Representatives are:  For the Procuring Agency: Civil Aviation Training Institute (CATI) - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer For the Bidder: Name: ……………………… Designation: …………….. Address: ……………………………..  |
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GCC 7 |
Effectiveness of the contract The Contractor/Bidder shall be effective within ….. days from the date of signature of the Contract by both parties |
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GCC 8 |
Commencement of Contract: The Contractor/ Bidder shall provide Non-Consultancy Services from the effective date of contract. |
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GCC 10.2 |
Expiration of Contract: The time period shall be …………………. |
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GCC 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. |
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GCC 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. |
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GCC 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 0.05% to 10.00%Â of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority. |
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GCC 21 |
Performance Guarantee: The amount of performance guarantee shall be 5.00%Â of the contract price in acceptable form of Pay Order, Call at Deposit, Demand Draft |
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GCC 27 |
Currency of Payment: All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees. |
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GCC 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. |
| Â | Â |
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GCC 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. Inspections & Tests RequirementsThe materials and works shall undergo required tests and inspections, in accordance with applicable standards and Engineer-in-Charge instructions. |
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GCC 31 Â |
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 unless they otherwise agree that the Authority shall pay the Bidder any monies due to the Bidder. Arbitrator’s fee: The fee shall be specified in Pak Rupees, as determined by the Arbitrator, which shall be shared equally by both parties. Appointing Authority for Arbitrator: By the Mutual Consent or in accordance with the provisions of Arbitration Act, 1940, in case the parties fail to reach a consensus on the name of sole arbitrator, any party may submit an application to the Chief Justice Islamabad High Court for appointment of sole arbitrator. The Chief Justice IHC may appoint a former judge of any High Court or Supreme Court as the sole arbitrator to resolve the dispute between the parties. Rules of procedure for arbitration proceedings: Any dispute between the Authority and a Bidder who is a national of the Islamic Republic of Pakistan arising in connection with the present Contract shall be referred to adjudication or arbitration in accordance with the laws of the Islamic Republic of Pakistan including Arbitration Act 1940, however above provision shall prevail in referring the case to the Arbitrator. Place of Arbitration and Award: The arbitration shall be conducted in English language and place of arbitration shall be at Islamabad. The award of the arbitrator shall be final and shall be binding on the parties. |
Date: [insert date (as day, month and year)]
Bid No.:P28568
To: Civil Aviation Training Institute (CATI) - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Airport, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
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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.
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THIS AGREEMENT made the _____ day of __________ 20_____ between Civil Aviation Training Institute (CATI) - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Airport, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
 (hereinafter called “the Procuring Agency”) of the one part and [name of Bidder] of [city and country of Bidder] (hereinafter called “the Bidder”) of the other part:
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WHEREAS the Procuring Agency invited Bids for provision of goods, viz., EXTENSION OF MOSQUE AT CATI HYDERABAD (P28568) 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”).
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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.
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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.
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Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
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Witness to the signatures of the Procuring Agency:
………………………………………………
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
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Witness to the signatures of the Bidder: …………………………………………………
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Contract                          Number:  Contract                              Value:  Contract Title:
Dated:
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[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.
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To:     Civil Aviation Training Institute (CATI) - Pakistan Airports Authority (Pakistan Airports Authority (PAA)), Divisional Engineer Airport, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
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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”).
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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.
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AND WHEREAS we have agreed to give the Bidders guarantee:
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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 guarÂantee] as aforesaid, without your needing to prove or to show grounds or reasons for your demand or the sum specified therein.
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This guarantee is valid until the: [insert date]
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Signature and seal of the Guarantors
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_____________________________________________________________________
[name of bank or financial institution]
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_____________________________________________________________________
[address]
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_____________________________________________________________________
[date}
This Contract Document shall prevail over all other provisions.
The bidder(s) are required to sign & stampthe document and upload the scanned copyas part of the Bid submission.
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The bidder(s) are required to sign & stamp the Drawings and upload the scanned copy as part of the Bid submission.
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Affidavit for Non-Blacklisting and details of pending litigation, if any.