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).
Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences), Project Coordinator
Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
+92-333-261-1134
afsarhussain@hitms.edu.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 Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences) The subject of procurement is:Â Construction of Six Class Rooms & Separate Male/Female Toilets Expected commencement date: Monday, November 30, 2026 |
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2. |
2.1 |
Financial year for the operations of the Procuring Agency:Â 2026-27 Name and identification number of the Contract: P155769Â |
| 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: Friday, October 30, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences) website and on EPADS v2.0. |
C. Preparation of Bids |
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| 6. |
8.1 |
List of documents required along with the bid:
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| 7. | 9.1 |
The qualification criteria to establish the supply / production capability of the bidder. see Eligibility Criteria |
| 8. | 11.2Â |
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| 9. | 11.1 | Price schedule will be provided according to the format defined and acquired. see section price schedule. |
| 10. | 11.4 |
 Specifications: see section of specifications. |
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11. |
11.5 & 13.5 |
The price shall be Fixed. |
| 12. |
14.1 |
Currency of the Bids shall be : PKR |
| 13. |
16.1 |
The Bids/Bid Validity period shall be: 90 Days |
| 14. |
17.1Â |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Call at Deposit, Demand Draft  |
| 16. | 15.1 |
Alternative Bids to the requirements of the bidding documents will not be permitted. |
D. Submission of Bids |
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17. |
18.1 & 21.1 |
Bid shall be submitted online on EPADS v2.0 whereas hard copy of the bid security should be submitted to the following; Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, 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: Monday, November 2, 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:Â November 02, 2026 Time : 11:30 AM |
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19. |
30.2 |
Selection technique adopted will be: Least Cost Based Selection (LCBS) |
F. Award of Contract |
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20. |
41.1 & 41.2 |
The Performance guarantee shall: 10.00%. The Performance Guarantee shall be acceptable in the form of: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. |
Eligible Bidders:
| Required Registration |
|---|
| FBR (NTN) FBR (GSTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| 1. Valid registration with the Pakistan Engineering Council in the appropriate financial and construction category (e.g., C-5 or above, with relevant codes. | Yes |
| 2. Active Taxpayer List (ATL) status with the Federal Board of Revenue (FBR), valid National Tax Number (NTN),SRB (SST) & General Sales Tax (GST) where required. | Yes |
| 3. Audited financials by a chartered accountant firm & Income Tax/ SRB returns for the last 3 years with an annual turnover upto 50 million | Yes |
| 5. The bidder shall submit an undertaking on PKR 1,000/- E-Stamp Paper, duly signed by bidder confirming that the firm is not involved in major departmental disputes or known for abandoning government works. | Yes |
| 6. The bidder shall submit an undertaking on PKR 1,000/- E-Stamp Paper, duly signed by bidder confirming the firm has never been blacklisted or debarred by any federal, provincial, or private organization. | Yes |
| 7. The bidder must have work Experience in educational buildings specially in prefabricated structures completed in last five years | Yes |
| 8. The bidder must have qualified PEC registered technical staff, including engineers, supervisors, and other skilled personnel as required for the project. | Yes |
| 9. The bidder must provide details of successfully completed similar projects, along with completion certificates or satisfactory performance certificate in last five years | Yes |
| 10. The bidder shall submit a list of construction machinery, tools, and equipment available for execution of the works, along with evidence of ownership or lease | Yes |
| The bidder shall submit an undertaking on PKR 1,000/- E-Stamp Paper, duly signed by bidder confirming that all documents, certificates, statements, and information submitted with the bid are genuine, authentic, and correct. In the event that any document or information submitted by the firm is found to be fake, forged, false, or misleading, the bid shall be declared ineligible and their bid security will be confiscate by procuring agency. | Yes |
| The bidder shall submit payment of Rs.5,000/- for bid document through Pay Order/ demand draft as Tender Fees non-refundable before tender opening in favour of Hyderabad Institute for Technology and Management Sciences | Yes |
Least Cost Based Selection (LCBS)
Weightage
| Technical Evaluation % |
|---|
| 100 |
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 70 | |
| Technical Evaluation Criteria | ||
| Experience in educational buildings specially in prefabricated structures completed in last five years (Quantitative)(Doc Required) | 25 | |
| Annual turnover up to 50 million in last three years (Quantitative)(Doc Required) | 25 | |
| Qualification and experience of key technical personnel preferably registered with PEC & experience will be count (Quantitative)(Doc Required) | 20 | |
| construction machinery, tools, and equipment available for execution of the works (Quantitative)(Doc Required) | 15 | |
| Project Construction methodology & construction schedule & ISO certifications (ISO 9001, 14001, 45001) (Quantitative)(Doc Required) | 15 | |
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Construction of Six Class Rooms & Separate Male/Female Toilets | Address: Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province). Schedule: 4 Months Quantity: 1/job |
1/job | 1550000 PKR |
No
Jobs Without Lots :
Job: Construction of Six Class Rooms & Separate Male/Female Toilets
Specifications / Requirements:
| Sr. No | Ref. No. | Description | Unit | Qty | Rate | Â | Amount |
|---|---|---|---|---|---|---|---|
| 2 | Sub Structure Foundation & Floor | Â | Â | Â | Â | Â | Â |
| 3 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 4 | 103-1 | 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 lift upto 5 feet (1.52 m). | 100 Cft | 4985 | Â | Â | Â |
| 5 | 105-14 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using graded gavel (bajri) 1 inch (25 mm) and down gauge in foundation including levelling, compacting and curing etc.complete. | 100 Cft | 785 | Â | Â | Â |
| 6 | 114-1 | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs. per sq inch (15.52 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in column footing of required shape including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100 Cft. | 1030 | Â | Â | Â |
| 7 | 112-2 | 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) . | 100 Cft. | 4530 | Â | Â | Â |
| 8 | 114-8 | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs.. per sq inch (15.52 N/mm2) at 28 days with a mix not leaner than 1:2:4 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, tn foundation basement and plinth | 100 Cft. | 508 | Â | Â | Â |
| 9 | 104-8 | Supplying earth from approved outside sources within a radius of 5 miles (8 km) including digging, loading and unloading and filling in foundation trenches, plinth or under floor, etc. including breaking clods, dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a ;lead of one chain (30.5 R.m) and lift of 5 feet (1.52 m). | 100 Cft | 2431 | Â | Â | Â |
| 10 | 114-166 | 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 | 3850 | Â | Â | Â |
| 11 | 108-2 | Providing and laying 1-1/2 inches (38 mm) thick damp proof course with cement concrete 1:2:4 cast in situ using graded screened bajri of 3/4 inch (19 mm) and down gauge mixed with any approved water proofing agent including compacting, curing form work and its removal etc. complete, but excluding the cost of water proofing agent.. | 100 Sq.ft. | 549 | Â | Â | Â |
| 12 | 108-12 | Providing a coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | 100 Sq.ft. | 1098 | Â | Â | Â |
| 13 | 117-1 | Providing and laying soling stones 6 inches to 9 inches (152 mm to 229 mm) size under floors including packing with spawls and chips and consolidating etc. complete. | 100 Cft. | 580 | Â | Â | Â |
| 14 | 117-2 | 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.. | 100 Cft. | 1508 | Â | Â | Â |
| 15 | Non Schedule Items | Â | Â | Â | Â | Â | Â |
| 16 | Â | Providing and applying anti-termite treatment using approved Biflex termiticide, diluted and applied strictly in accordance with the manufacturer's recommendations, to the soil below foundations, column bases, plinth filling, floor slabs, and other specified areas, including spraying/injection into the soil, preparation of surfaces, labour, materials, equipment, and all necessary operations to complete the treatment | Sft | 5200 | Â | Â | Â |
| 17 | PREFAB METAL STRUCTURE, WALL PANELS & ROOFING | Â | Â | Â | Â | Â | Â |
| 18 | Non Schedule Items | Â | Â | Â | Â | Â | Â |
| 19 | Â | Providing, fabricating, supplying, transporting, hoisting and erecting pre-engineered mild steel (MS) roof trusses of approved design, shape, size and sections, including MS angles, channels, I-sections, RHS/SHS or other specified steel sections, gusset plates, cleat plates, stiffeners, base plates, bolts, nuts, washers, welding electrodes and all necessary connections, complete as per approved structural drawings and specifications. The work shall include cutting, drilling, welding, grinding, alignment, erection, application of one coat of approved anti-corrosive metal primer and two coats of approved enamel paint, and all necessary scaffolding, lifting equipment, labour and incidental charges required to complete the work to the satisfaction | Sft | 4800 | Â | Â | Â |
| 20 | Â | Providing and fixing GI sheet cladding of approved profile, colour and thickness, supported on 18-gauge galvanized iron (GI) channel framework, including Rockwool insulation of specified thickness and density, fibreboard covering of approved type and thickness, and application of approved paint to the fibreboard surface. The work shall include cutting, bending, fixing, screws, bolts, washers, jointing, sealing, edge finishing, necessary supports, labour, tools, scaffolding and all accessories required to complete the installation in accordance with approved drawings, specifications and the directions | Sft | 1650 | Â | Â | Â |
| 21 | MASONRY & FAÇADE |  |  |  |  |  |  |
| 22 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 23 | 112-26 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 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 . | 100 Cft. | 1200 | Â | Â | Â |
| 24 | 122-4 | 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 . | 100 Sq.ft. | 2101 | Â | Â | Â |
| 25 | 118-84 | Providing and fixing machine made brick tile facing (laid flat in courses) in cement mortar 1:3 cement pointed in deep cut grooves and in pattern as per direction of the Engineer-in-Charge including rubbing, curing etc. upto 10 feet (3.05 m) height complete.. | 100 Sq.ft. | 901 | Â | Â | Â |
| 26 | 122-99 | Flush pointing on brick work with cement mortar 1:3 (one cement and 3 sand) in plinth and ground floor including raking, out joints, curing etc., complete . | 100 Sq.ft. | 395 | Â | Â | Â |
| 27 | 118-15 | Providing and fixing 3/8 inch (9-5 mm) thick white marble tiles above 36 Sq. inches upto 144 Sq. inches (232 Sq.cm upto 928 Sq.cm) size fine dressed on the surface without windings in dado and skirting and facing etc. in ground floor over 1/2 inch (13 mm) thick base of cement mortar 1:3 setting of tiles in slurry of grey cement over mortar base including filling the joints and washing the tiles with white cement slurry curing, finishing, cleaning and polishing etc. in internal work complete.. | 100 Sq.ft. | 38.25 | Â | Â | Â |
| 28 | Â | Providing and constructing RCC/PPGI sunshades over windows at Elevation, as shown on drawings, including all necessary masonry work, RCC cantilever slabs or supports where specified, reinforcement steel, formwork, concrete, curing, and finishing, or alternatively approved pre-painted galvanized iron (PPGI) sheet sunshades with the required supporting MS/GI framework, brackets, fasteners, flashing and weatherproof sealing | Sft | 76.5 | Â | Â | Â |
| 29 | FLOORING, WALL & CEILING FINISHES | Â | Â | Â | Â | Â | Â |
| 30 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 31 | 117-180 | 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. | 100 Sft | 4240 | Â | Â | Â |
| 32 | 117-179 | Providing and laying light colour, glazed/non skid vitrified porcelean tiles (Polished) not exceeding 1600 Sqcm each, (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge. | 100 Sft | 284 | Â | Â | Â |
| 33 | 118-41 | Providing and fixing 1/4 inches or 6.4 mm (approx.) thick approved Pakistani make white glazed tiles upto 1.50sq feet to 3. sq. ft size in dado and skirting in ground floor, over 1/2 inch (13 mm) thick base of cement mortar 1:3 setting of tiles in slurry of grey cement over mortar base including filling the joints and washing the tile with white cement slurry curing and cleaning etc. complete . | 100 Sq.ft. | 677 | Â | Â | Â |
| 34 | 122-162 | 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 . | 100 Sq.ft. | 8034 | Â | Â | Â |
| 35 | 122-172 | 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. | 100 Sft. | 2819 | Â | Â | Â |
| 36 | 124-187 | Providing and fixing mineral fiber tiles 2' x 2' x 12mm ceiling including T & L angle hanger clips jointing clips and G.I Wire etc complete as required in any floor. | Sft | 3625 | Â | Â | Â |
| 37 | 124-9 | Providing & Fixing Gypsum board 12 mm thick, fixed with GI hanging approved suspension system & joint taping etc. complete in all respect as per specifications shown on the drawings ( Elephant /DFB/Loadia Gypsum Industries (PVT) Ltd. Or equivalent. | Each | 1218 | Â | Â | Â |
| 38 | 124-186 | Providing and fixing Gypsum board 2' x 2'x 12mm tiles ceiling including Aluminum T & L angle 1" x 1" i.c hanger clips jointing clips and G.I Wire etc complete as required in any floor. | Sft | 284 | Â | Â | Â |
| 39 | 118-40 | Providing and fixing 1/4 inches or 6.4 mm (approx.) thick approved Pakistani make white glazed tiles upto 1.50sq feet size in dado and skirting in ground floor, over 1/2 inch (13 mm) thick base of cement mortar 1:3 setting of tiles in slurry of grey cement over mortar base including filling the joints and washing the tile with white cement slurry curing and cleaning etc. complete . | 100 Sq.ft. | 240.67 | Â | Â | Â |
| 40 | 118-15 | Providing and fixing 3/8 inch (9-5 mm) thick white marble tiles above 36 Sq. inches upto 144 Sq. inches (232 Sq.cm upto 928 Sq.cm) size fine dressed on the surface without windings in dado and skirting and facing etc. in ground floor over 1/2 inch (13 mm) thick base of cement mortar 1:3 setting of tiles in slurry of grey cement over mortar base including filling the joints and washing the tiles with white cement slurry curing, finishing, cleaning and polishing etc. in internal work complete.. | 100 Sq.ft. | 540 | Â | Â | Â |
| 41 | Non Schedule Items | Â | Â | Â | Â | Â | Â |
| 42 | Â | Providing and applying approved polymer-modified cementitious waterproofing coating to washroom floors, including 12-inch (300 mm) high upturn on adjoining walls, surface preparation, cleaning, filling of cracks and voids, application of primer where required, application of the specified number of waterproofing coats at the manufacturer's recommended coverage rate, treatment of corners, joints and pipe penetrations, and protection of the completed waterproofing layer, complete in all respects | Sft | 386 | Â | Â | Â |
| 43 | Â | Providing and fixing C2 fibreboard ceiling/soffit lining to outer roof projections and entrance areas, including approved fibreboard sheets of specified thickness, supporting framework, suspension/fixing accessories, screws, joints, edge trims, cutting, fitting, joint finishing, surface preparation and application of approved paint or finish, complete in all respects | Sft | 664 | Â | Â | Â |
| 44 |  | Providing and fixing a whiteboard measuring 6'-0" × 4'-0" (1829 mm × 1219 mm), comprising a smooth, non-magnetic or magnetic whiteboard writing surface, as specified, with a rigid backing board, aluminium or approved edge framing, suitable wall-mounting brackets, screws, plugs and all necessary fixing accessories, complete in a proper level and plumb position at the required location | Each | 6 |  |  |  |
| 45 |  | Providing and fixing a green-black chalkboard measuring 6'-0" × 4'-0" (1829 mm × 1219 mm), comprising an approved durable, smooth, non-glare chalk-writing surface with rigid backing, aluminium or approved edge framing, suitable wall-mounting brackets, screws, plugs and all necessary fixing accessories, complete in a proper level and plumb position | Each | 6 |  |  |  |
| 46 |  | Providing, fabricating and fixing a rostrum measuring 6'-0" × 2'-6" × 6" high (1829 mm × 762 mm × 152 mm), comprising a seasoned timber frame of approved quality and size, laminated top of approved colour and finish, edge banding, necessary supports, joints, screws, nails, adhesives, surface preparation, polishing or finishing, and all associated labour and materials required for a rigid, level and durable installation, | Each | 6 |  |  |  |
| 47 |  | Providing and fixing precast cement concrete (CC) jali measuring 1'-0" × 1'-0" × 3" thick (305 mm × 305 mm × 76 mm), manufactured with approved cement concrete mix and integral red pigment, in the approved decorative pattern, including bedding mortar, alignment, joint filling, cutting where required, handling, curing, and all necessary labour and materials for proper installation in the designated masonry or façade openings | Sft | 270 |  |  |  |
| 48 |  | Providing and fixing tack board/acoustic damper panels measuring 4'-0" × 4'-0" (1219 mm × 1219 mm), consisting of fibreboard or approved acoustic infill of specified thickness, wrapped in approved durable fabric, mounted on a properly seasoned timber frame, including backing/supports, edge finishing, necessary fasteners, screws, wall plugs and fixing accessories, and installation on the light-gauge steel (LGS) board wall beside the whiteboard/chalkboard in each classroom | Each | 12 |  |  |  |
| 49 | DOORS, WINDOWS & PARTITIONS DWG REF A302 / A402 | Â | Â | Â | Â | Â | Â |
| 50 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 51 | 121-69 | Providing and fixing with brass screws or specialty supplied screws hydraulic door closer Rayobi of approved design No. 62, Japan make, cutting wood etc., to required shape and size as per direction of engineer-in-charge. | Each | 8 | Â | Â | Â |
| 52 | Non Schedule Items | Â | Â | Â | Â | Â | Â |
| 53 |  | Providing and fixing main entrance wooden double-leaf door, size 6'-0"-8'-0" × 8'-0 - 10-0", complete with glazed panels, sidelights, transom, floor springs, and all necessary hardware, fittings, and accessories, including installation and finishing, complete in all respects | Each | 1 |  |  |  |
| 54 |  | Providing and fixing classroom double-leaf door, size 4'-4" × 8'-0", comprising pressed steel frame, solid-core door leaves with vision panels, fanlight, complete hardware, fittings, and accessories, including installation, complete in all respects | Each | 6 |  |  |  |
| 55 |  | Providing and fixing washroom door, size 3'-0" × 7'-0", comprising WPC/PVC door leaf and pressed steel frame, complete with privacy lock, hinges, fittings, and accessories, including installation, complete in all respects | Each | 2 |  |  |  |
| 56 |  | Providing and fixing emergency exit door, size 3'-6" × 7'-0", comprising metal door leaf and frame, complete with door closer, panic push bar, necessary hardware, fittings, and accessories, including installation, complete in all respects | Each | 1 |  |  |  |
| 57 |  | Providing and fixing UPVC sliding window, size 4'-0" × 4'-6", complete with 5 mm thick glass, fly screen, transom, necessary hardware, fittings, and accessories, including installation, complete in all respects | Each | 17 |  |  |  |
| 58 |  | Providing and fixing openable UPVC ventilator, size 16" × 16", complete with glazing, necessary hardware, fittings, and accessories, including installation, complete in all respects | Each | 6 |  |  |  |
| 59 | Â | Providing and fixing compact HPL toilet cubicle partitions, including doors, supporting framework, hinges, locks, handles, brackets, and all necessary hardware and accessories, complete with installation | Each | 6 | Â | Â | Â |
| 60 | PLUMBING - WATER SUPPLY & SANITARY | Â | Â | Â | Â | Â | Â |
| 61 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 62 | 301-6 | Providing and fixing Pakistani make best available quality European style white glazed earthenware wash down W.C.Pan complete with and including the cost of a plastic seat (PVC cover and buffers 3 galls. (13.6 litres) white glazed earthenware low level flushing cistern with siphon fittings, 1-1/2 inches (40mm) dia white porcelain enamelled flush bend, 3/4 inch (20mm) dia, G.I. warning pipe carried outside and bent vertically downwards and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4.. | Each | 6 | Â | Â | Â |
| 63 | 302-5 | Providing and fixing 24 inches x 18 inches (610 mm x 457 mm) looking mirror of Imported glass 5 mm thick fixing with CP clamps and screws | Each | 4 | Â | Â | Â |
| 64 | 306-32 | Providing and fixing PPRC pipe PN-20 with specials and clamps etc. including cutting and fitting complete with and in cluding the cost of breaking through walls and roof and making good etc. after cleaning the piep and cartage within 10 miles 40 mm dia | R.ft | 30 | Â | Â | Â |
| 65 | 306-31 | Providing and fixing PPRC pipe PN-20 with specials and clamps etc. including cutting and fitting complete with and in cluding the cost of breaking through walls and roof and making good etc. after cleaning the piep and cartage within 10 miles 32 mm dia | R.ft | 175 | Â | Â | Â |
| 66 | 306-30 | Providing and fixing PPRC pipe PN-20 with specials and clamps etc. including cutting and fitting complete with and in cluding the cost of breaking through walls and roof and making good etc. after cleaning the piep and cartage within 10 miles 25 mm dia | R.ft | 165 | Â | Â | Â |
| 67 | 306-29 | Providing and fixing PPRC pipe PN-20 with specials and clamps etc. including cutting and fitting complete with and in cluding the cost of breaking through walls and roof and making good etc. after cleaning the piep and cartage within 10 miles 20 mm dia | R.ft | 80 | Â | Â | Â |
| 68 | 307-4 | Providing and fixing 1/2 inches (15 mm) dia CP stop cocks/Tee Stop Cock. | Each | 10 | Â | Â | Â |
| 69 | 302-3 | Providing and fixing approved quality C.P. brass toilet paper holder. | Each | 6 | Â | Â | Â |
| 70 | 306-25 | Providing and fixing un platisized polyvinyl chloride pipe (P.V.C) "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) 4 inches (100 mm) dia pipe.. | R.ft | 235 | Â | Â | Â |
| 71 | 301-8 | 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 /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. | Each | 4 | Â | Â | Â |
| 72 | 301-10 | Extra over item No. 8 and 9 for providing and fixing best available (Pakistani make) white glazed earthenware pedestal.. | Each | 4 | Â | Â | Â |
| 73 | 307-7 | Providing and fixing 1/2 inches (15 mm) dia full way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern).. | Each | 2 | Â | Â | Â |
| 74 | 307-8 | Providing and fixing 3/4 inch (20 mm) dia full way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern).. | Each | 2 | Â | Â | Â |
| 75 | 307-9 | Providing and fixing 1 inch (25 mm) dia full way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern).. | Each | 4 | Â | Â | Â |
| 76 | 307-10 | Providing and fixing 1-1/4 inches (32 mm) dia full way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern).. | Each | 2 | Â | Â | Â |
| 77 | W-S 13 | Providing & fixing chromium plated Muslim bib-cock with out Muslim Shower of approved quality. | Each | 6 | Â | Â | Â |
| 78 | Non Schedule Items | Â | Â | Â | Â | Â | Â |
| 79 | Â | Providing and fixing wall-mounted liquid soap dispensers, stainless steel coat hooks & 20-litre capacity pedal-operated waste bins complete with mounting brackets, fixings, and all necessary accessories, | Each | 6 | Â | Â | Â |
| 80 |  | Providing and installing stainless steel electric water cooler of 35–40 gallon capacity, complete with in-line water filter, electrical and plumbing connections, necessary fittings, and accessories, connected to the designated cooler point and tested for proper operation | Each | 1 |  |  |  |
| 81 | Â | Providing and installing water cooler point complete with water supply connection, in-line filter, isolation valve, necessary piping, fittings, and accessories, ready for connection to the water cooler | LS | 1 | Â | Â | Â |
| 82 | Â | Providing and fixing 1/2-inch diameter garden tap with standpost, complete with necessary water supply connection, fittings, and accessories, including installation and testing | Each | 2 | Â | Â | Â |
| 83 | PLUMBING - DRAINAGE & RAIN WATER | Â | Â | Â | Â | Â | Â |
| 84 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 85 | 306-18 | Providing and fixing un platisized polyvinyl chloride pipe (u.P.V.C) "E" class with specials) and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (16.09 km) (working pressure 12 kg/cm2): 4 inches (100 mm) dia pipe. | R.ft | 50 | Â | Â | Â |
| 86 | 301-30 | Providing and fixing UPVC multi floor trap of sizes with gratings including cutting and making the requsite number of holes in walls , plinth and floors and making good in 1:2:4 C.C. | Each | 8 | Â | Â | Â |
| 87 | 306-25 | Providing and fixing un platisized polyvinyl chloride pipe (P.V.C) "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) 4 inches (100 mm) dia pipe.. | R.ft | 125 | Â | Â | Â |
| 88 | 306-27 | Providing and fixing un platisized polyvinyl chloride pipe (P.V.C) "D" class and specials etc. including cutting and fitting complete with and including the cost of cutting trench upto 1-1/2 feet deep refilling, watering, ramming, and disposal of surplus earth within one chain and after cleaning the pipe and cartage within 10 miles (16.09 km.) (working pressure 12 kg/cm2 ) 6 inches (150 mm) diapipe. | R.ft | 90 | Â | Â | Â |
| 89 | 306-18 | Providing and fixing un platisized polyvinyl chloride pipe (u.P.V.C) "E" class with specials) and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (16.09 km) (working pressure 12 kg/cm2): 4 inches (100 mm) dia pipe. | R.ft | 56 | Â | Â | Â |
| 90 | 315-14 | Add for extra depth beyond 2 feet (610 mm) and upto 3 feet-11 inches (1.19 M) for 'A' type manholes (for depth lesser than 2 feet or 610 mm deduct at the same rate).. | Inch | 69 | Â | Â | Â |
| 91 | 315-16 | Add for extra depth beyond 4 feet (1.22 m) and upto 7 feet-5 inches (2.26 m) for 'B' type manholes including cost of cast iron foot rest at every foot (305 mm) of depth (for depth lesser than 4 feet or 1.22 m deduct at the same rate)… | Inch | 6 |  |  |  |
| 92 | 103-1 | 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 lift upto 5 feet (1.52 m). | 100 Cft | 358.5 | Â | Â | Â |
| 93 | 315-13 | 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. | Each | 6 | Â | Â | Â |
| 94 | 315-25 | Providing & fixing C.I Cover & Frame 16" dia (406 mm) weight 1 cwt 1 Qtr (63.50 Kg.) | Each | 6 | Â | Â | Â |
| 95 | 315-15 | 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. | Each | 1 | Â | Â | Â |
| 96 | 315-26 | Providing & fixing C.I Cover & Frame 18" dia (460 mm) weight 1 cwt 3 Qtr (88.90 Kg.) | Each | 1 | Â | Â | Â |
| 97 | 306-15 | Providing and fixing un platisized polyvinyl chloride pipe (u.P.V.C) "E" class with specials) and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (16.09 km) (working pressure 12 kg/cm2): 2 inches (50 mm) dia pipe.. | R.ft | 30 | Â | Â | Â |
| 98 | 306-17 | Providing and fixing un platisized polyvinyl chloride pipe (u.P.V.C) "E" class with specials) and clamps etc., including cutting and fitting, complete with and including the cost of breaking through walls and roof and making good etc.; after cleaning the pipe and cartage within 10 miles (16.09 km) (working pressure 12 kg/cm2): 3 inches (80 mm) dia pipe.. | R.ft | 30 | Â | Â | Â |
| 99 | Non Schedule Items | Â | Â | Â | Â | Â | Â |
| 100 | Â | Providing and fixing 5-inch PVC eaves gutter along the north and south eaves, including brackets, supports, stop ends, joints, and necessary fittings and accessories, complete with installation and alignment | Rft | 150.34 | Â | Â | Â |
| 101 | Â | Providing and constructing rainwater splash blocks / soak pits at designated downpipe discharge locations, including excavation, required masonry or concrete work, gravel filling where applicable, and all necessary materials and labour, complete | LS | 4 | Â | Â | Â |
| 102 | ELECTRICAL WORKS | Â | Â | Â | Â | Â | Â |
| 103 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 104 | 2-79-02(d) | LED panel light 2'x2' 36W, 4000K, UGR<19 (A102) | Each | 72 | Â | Â | Â |
| 105 | 2-78-03 | LED tube light 4 ft 18W with batten (A102) | Each | 22 | Â | Â | Â |
| 106 | 2-79-01(d) | LED ice down light 12W IP54 (A102 - outside) | Each | 32 | Â | Â | Â |
| 107 | 36958 | Earth pit (copper plate / rod) with 16 sq.mm earth conductor & bonding of LGS frame | Job | 2 | Â | Â | Â |
| 108 | 2-80-03 | Ceiling Fans 56INCH AC Fan | Each | 27 | Â | Â | Â |
| 109 | 2-87-07 | Ceiling Fans Hangers | Each | 27 | Â | Â | Â |
| 110 | 2-78-09(c) | Illuminated emergency exit sign 2 W with battery back-up (corridor ends & emergency exit) | Each | 3 | Â | Â | Â |
| 111 | 2-84-02 | Exhaust fan 10" plastic body in wash rooms (EF, 2 per wash room) | Each | 4 | Â | Â | Â |
| 112 | 2-35-01 | Lighting circuit wiring DB-LP → switch boards, 2×1.5 mm² + 1 mm² ECC in 20 mm recessed uPVC conduit (L1-L9) | P/Meter | 180 |  |  |  |
| 113 | 2-35-02 | Power circuit wiring DB-LP → socket groups, 2×2.5 mm² + 1.5 mm² ECC in 20 mm recessed uPVC conduit (P1-P8) | P/Meter | 160 |  |  |  |
| 114 | 2-51-02 | Pump feeder P9: 2-core 2.5 mm² Cu PVC/PVC cable + ECC in 25 mm D-class uPVC conduit buried, DB-LP → pump at UGT | P/Meter | 30 |  |  |  |
| 115 | 2-72-01 | Pump DP isolator 32 A in weather-proof board at UGT (E102 note P9) | Each | 1 | Â | Â | Â |
| 116 | 3-7-01(a) | Termination of 4-core Cu LT cables 10-25 mm² incl. lugs & glands (incomer 2, sub-mains 4) | P/Job | 6 |  |  |  |
| 117 | 36933 | Light point wiring 1.5 mm² Cu + 1 mm² ECC in 20 mm recessed uPVC conduit (72 panels + 22 tubes + 32 down lights) (E101) | Point | 126 |  |  |  |
| 118 | 2-65-01 | 10 A SP switch with gang plate for light points | Each | 126 | Â | Â | Â |
| 119 | 38028 | Plug point wiring 1.5 mm² Cu + ECC in 20 mm recessed uPVC conduit for 13 A twin sockets (E102) | Point | 27 |  |  |  |
| 120 | 2-66-05 | 13 A 3-pin switch-socket unit with gang plate (2 per twin socket point) | Each | 54 | Â | Â | Â |
| 121 | 36933 | Fan point wiring 1.5 mm² Cu + ECC in 20 mm recessed uPVC conduit (E101) | Point | 27 |  |  |  |
| 122 | 2-65-05 | Click-type fan dimmer with gang plate | Each | 27 | Â | Â | Â |
| 123 | 38028 | Power point wiring 1.5 mm² Cu + ECC in recessed uPVC conduit for 15 A outlets (water cooler, pump, spare) (E102) | Point | 3 |  |  |  |
| 124 | 2-66-06 | 15 A 3-pin switch-socket unit with gang plate | Each | 3 | Â | Â | Â |
| 125 | 3-2-01(c) | 4-core 25 mm² Cu PVC/PVC armoured LT incomer cable HESCO meter → MDB laid in ground (E102) - measured per metre (35 rft) | P/Meter | 10.67 |  |  |  |
| 126 | 2-73-01 | MDB - cubicle type metal-sheet distribution board, lockable, powder coated, incl. internal wiring (24"x24" = 4 sft) (E102) | P/Sft | 4 | Â | Â | Â |
| 127 | 2-71-18 | MDB - 100 A 4-pole adjustable HBC circuit breaker (incomer, 80-125 A range) | Each | 1 | Â | Â | Â |
| 128 | 2-71-17 | MDB - 4-pole adjustable HBC circuit breakers 63 A & 80 A (outgoing to DB-LP / DB-AC, 20-100 A range) | Each | 2 | Â | Â | Â |
| 129 | 2-74-02 | MDB - 100 A 4-pole 3-phase bus bar | Each | 1 | Â | Â | Â |
| 130 | 2-76-02 | MDB - 3-phase 15-90 A kWh check meter | Each | 1 | Â | Â | Â |
| 131 | 2-75-01 | MDB - pilot lamp set (R-Y-B) | Set | 1 | Â | Â | Â |
| 132 | 2-73-01 | DB-LP TPN 24-way - cubicle type metal-sheet DB enclosure, lockable (4 sft) (E102) | P/Sft | 4 | Â | Â | Â |
| 133 | 2-71-17 | DB-LP - 63 A 4-pole isolator / circuit breaker (20-100 A range) | Each | 1 | Â | Â | Â |
| 134 | 2-74-01 | DB-LP - 60 A 4-pole 3-phase bus bar | Each | 1 | Â | Â | Â |
| 135 | 2-71-01 | DB-LP - SP MCBs 10-20 A (L1-L9, P8, P9 + 3 spare) | Each | 14 | Â | Â | Â |
| 136 | 2-73-01 | DB-AC TPN 18-way - cubicle type metal-sheet DB enclosure, lockable (3 sft) (E102) | P/Sft | 3 | Â | Â | Â |
| 137 | 2-71-17 | DB-AC - 80 A 4-pole MCCB incomer (20-100 A range) | Each | 1 | Â | Â | Â |
| 138 | 2-74-02 | DB-AC - 100 A 4-pole 3-phase bus bar | Each | 1 | Â | Â | Â |
| 139 | 2-71-01 | DB-AC - SP MCBs 20 A (12 A/C circuits + 3 spare) | Each | 15 | Â | Â | Â |
| 140 | 2-68-01 | Switch boards: 14 SWG MS board recessed, painted, with earth terminal (SB-01..06, SB-COR ×2, SB-MT, SB-FT = 10 nos × avg 0.75 sft) | P/Sft | 7.5 |  |  |  |
| 141 | 3-2-01(b) | 4-core 16 mm² Cu PVC/PVC armoured cable MDB → DB-AC (80 A) laid in ground/trench (E102) - measured per metre | P/Meter | 15 |  |  |  |
| 142 | 36933 | Exhaust fan point wiring 1.5 mm² Cu + ECC in recessed uPVC conduit (4 wash room + 6 classroom EF) (E101/E102) | Point | 10 |  |  |  |
| 143 | 2-65-01 | 10 A SP switch with gang plate for exhaust fan points | Each | 10 | Â | Â | Â |
| 144 | 3-2-01(a) | 4-core 10 mm² Cu PVC/PVC armoured cable MDB → DB-LP (63 A) laid in ground/trench (E102) - measured per metre | P/Meter | 10 |  |  |  |
| 145 | 2-83-02 | Exhaust fan 12" metallic body in classrooms (P8: 6 × 60 W) incl. connection (E102) | Each | 6 |  |  |  |
| 146 | 2-88-01 | Heavy gauge metallic gravity shutter for 12" exhaust fans | Each | 6 | Â | Â | Â |
| 147 | Non Schedule Items | Â | Â | Â | Â | Â | Â |
| 148 | Â | Providing and installing photocell sensor with timer and contactor for automatic control of external down-light circuit L9, complete with necessary wiring, control connections, accessories, testing, and commissioning | Each | 3 | Â | Â | Â |
| 149 | Â | Providing and installing ceiling-mounted multimedia/projector point, complete with power outlet, HDMI cable outlet, data outlet, conduits, wiring, back boxes, faceplates, and necessary accessories, including connections and testing | Each | 6 | Â | Â | Â |
| 150 |  | Providing and installing 20 A, 30 mA residual current operated circuit breaker with overcurrent protection (RCBO), 10 kA breaking capacity, conforming to IEC 61009, for socket circuits P1–P7 in distribution board DB-LP, including mounting, connections, labelling, and testing | Each | 7 |  |  |  |
| 151 | Â | Providing and installing earth-leakage protection relay with core balance current transformer (CBCT) for the MDB incomer, together with a four-pole Type 2 surge protection device (SPD), including necessary control wiring, connections, mounting accessories, earthing, testing, and commissioning | Each | 1 | Â | Â | Â |
| 152 | EXTERNAL WORKS | Â | Â | Â | Â | Â | Â |
| 153 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 154 | 105-14 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using graded gavel (bajri) 1 inch (25 mm) and down gauge in foundation including levelling, compacting and curing etc.complete. | 100 Cft | 60 | Â | Â | Â |
| 155 | 117-1 | Providing and laying soling stones 6 inches to 9 inches (152 mm to 229 mm) size under floors including packing with spawls and chips and consolidating etc. complete. | 100 Cft. | 60 | Â | Â | Â |
| 156 | 119-50 | Providing and fixing square pipe railing size 2" x 2" of 16 gauge comprising vertically posts and horizontal bracing of M.S. square pipe of same size as per design including cost of cutting fitting including embedding the braces and posts in floor and walls and making good with cement concrete 1:2:4 in any floor. | Rft | 30 | Â | Â | Â |
| 157 | 112-26 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 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 . | 100 Cft. | 72 | Â | Â | Â |
| 158 | 112-2 | 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) . | 100 Cft. | 27 | Â | Â | Â |
| 159 | 122-4 | 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 . | 100 Sq.ft. | 345 | Â | Â | Â |
| 160 | 122-172 | 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. | 100 Sft. | 345 | Â | Â | Â |
| 161 | 104-8 | Supplying earth from approved outside sources within a radius of 5 miles (8 km) including digging, loading and unloading and filling in foundation trenches, plinth or under floor, etc. including breaking clods, dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a ;lead of one chain (30.5 R.m) and lift of 5 feet (1.52 m). | 100 Cft | 126.56 | Â | Â | Â |
| 162 | 117-178(B) | Ramp & entrance landing: CC pavers 12"x12"x1.5" | Sft | 225 | Â | Â | Â |
| 163 | 117-178(B) | Steps 12" tread / 6" riser in CC 1:2:4 tuff paver 2" on sand cushion (A403) - measured per sft (54.6 rft × 1.5 sft/rft) - nearest PWD item to 12"x12"x1.5" CC paver | Sft | 81.9 |  |  |  |
| 164 | 117-176 | Extra for stairs/steps (treads, risers and midstairs landing).. | Sq.ft. | 81.9 | Â | Â | Â |
| 165 | 117-53 | Providing and laying floor of 1 inch (25 mm) thick Granite stone Pakistani Original more than 5 sq. ft. upto 7 Sq. ft. (0.46 Sq.m. upto 0.65 sq.m.) 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 including curing rubbing and polishing etc. complete, including the cost of mortar. | 100 Sq.ft. | 64 | Â | Â | Â |
| 166 | WATER STORAGE - UNDERGROUND TANK, OVERHEAD TANKS, STEEL STANDS & PUMP | Â | Â | Â | Â | Â | Â |
| 167 | Schedule Items | Â | Â | Â | Â | Â | Â |
| 168 | 103-10 | Excavation for raft foundations, underground tanks and septic tanks (rectangular or square) in all kinds of soil (except gravelly and murum soil wet silt, clay or mud, conglomeration of gravel and boulders, soft, sandy or disintegrated and hard rock) and back filling the excavated material all round the trenches including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead up to one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 1242 | Â | Â | Â |
| 169 | 103-28 | Add for additional lift of every three feet (0.9 m) or part thereof in item Nos. 1 to 4, 10. to 13 and 19 to 22. | 100 Cft | 465.75 | Â | Â | Â |
| 170 | 105-14 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using graded gavel (bajri) 1 inch (25 mm) and down gauge in foundation including levelling, compacting and curing etc.complete. | 100 Cft | 27.31 | Â | Â | Â |
| 171 | 114-99 | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs. per sq. inch (15.52 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in foundation or bottom slab of rectangular underground tank including form works and its removal, levelling, compacting and curing etc. complete but excluding the cost of reinforcement.. | 100 Cft. | 66.94 | Â | Â | Â |
| 172 | 114-101 | Providing and laying reinforced cement concrete using, screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs. per sq. inch (15.52 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in walls of rectangular underground water tank or septic tank including form works and its removal, compacting and curing etc. complete, but excluding the cost of reinforcement.. | 100 Cft. | 183.75 | Â | Â | Â |
| 173 | 114-104 | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs. per sq. inch (15.52 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in top slab of rectangular underground water tank or septic tank its removal, compacting and curing ate. complete but excluding the cost of reinforcement . | 100 Cft. | 42.63 | Â | Â | Â |
| 174 | 114-134 | Extra for cement concrete with screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2812 Ibs. per sq. inch (19.39 N/mm2) at 28 days with a mix not leaner than 1:2-1/2:3 instead of 1:2:4 . | 100 Cft. | 293.31 | Â | Â | Â |
| 175 | 114-151 | Providing and using in reinforced cement concrete 'cemto' as water proofing agent . | Ib. | 145 | Â | Â | Â |
| 176 | 122-7 | 3/4" (19 mm) thick cement plaster 1:3 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete. | 100 Sq.ft. | 350 | Â | Â | Â |
| 177 | 122-28 | Providing and mixing water proofing agent cemto in cement mortar of any description in any floor .. | Lbs. | 12 | Â | Â | Â |
| 178 | 315-26 | Providing & fixing C.I Cover & Frame 18" dia (460 mm) weight 1 cwt 3 Qtr (88.90 Kg.) | Each | 1 | Â | Â | Â |
| 179 | 309-29 | Providing and fixing water tank made of food grade polyethylene material 500 gallon (Supper tuff) i/c cost of specials and cartage upto site as per direction of Engineer in charge. | Each | 2 | Â | Â | Â |
| 180 | 103-1 | 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 lift upto 5 feet (1.52 m). | 100 Cft | 688.5 | Â | Â | Â |
| 181 | 105-14 | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using graded gavel (bajri) 1 inch (25 mm) and down gauge in foundation including levelling, compacting and curing etc.complete. | 100 Cft | 32 | Â | Â | Â |
| 182 | 114-1 | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs. per sq inch (15.52 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in column footing of required shape including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100 Cft. | 122.5 | Â | Â | Â |
| 183 | 114-4 | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs. per sq inch (15.52 N/mm2) at 28 days with a mix not leaner than 1:2:4 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth . | 100 Cft. | 40.63 | Â | Â | Â |
| 184 | 122-159 | 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 . | 100 Sq.ft. | 776 | Â | Â | Â |
| 185 | 119-50 | Providing and fixing square pipe railing size 2" x 2" of 16 gauge comprising vertically posts and horizontal bracing of M.S. square pipe of same size as per design including cost of cutting fitting including embedding the braces and posts in floor and walls and making good with cement concrete 1:2:4 in any floor. | Rft | 48 | Â | Â | Â |
| 186 | 305-3 | Providing G.I. pipes, specials and clamps etc., including fixing cutting and fitting complete with and including the cost of breaking through walls and roof, making good etc., painting 2 coats after cleaning the pipe etc.; with white zinc paint with pigment to match the colour of the building and testing with water to a pressure head of 200 feet (61 M) and cartages within 10 miles (16.09 km.) (ILLM). 1 inch (25 mm) dia pipe (ILLM). | R.ft | 32 | Â | Â | Â |
| 187 | 305-4 | Providing G.I. pipes, specials and clamps etc., including fixing cutting and fitting complete with and including the cost of breaking through walls and roof, making good etc., painting 2 coats after cleaning the pipe etc.; with white zinc paint with pigment to match the colour of the building and testing with water to a pressure head of 200 feet (61 M) and cartages within 10 miles (16.09 km.) (ILLM). 1-1/4 inches (32 mm) dia pipe (ILLM). | R.ft | 32 | Â | Â | Â |
| 188 | 305-5 | Providing G.I. pipes, specials and clamps etc., including fixing cutting and fitting complete with and including the cost of breaking through walls and roof, making good etc., painting 2 coats after cleaning the pipe etc.; with white zinc paint with pigment to match the colour of the building and testing with water to a pressure head of 200 feet (61 M) and cartages within 10 miles (16.09 km.) (ILLM). 1-1/2 inches (40 mm) dia pipe (ILLM). | R.ft | 46 | Â | Â | Â |
| 189 | 307-18 | Providing and fixing 3/4 inch (20 mm) dia ball valve (with PVC Ball) made to B.S.S. 1212..... | Each | 1 | Â | Â | Â |
| 190 | 307-19 | Providing and fixing 1 inch (25 mm) dia ball valve (with PVC Ball) made to B.S.S. 1212..... | Each | 2 | Â | Â | Â |
| 191 | 37022 | Mono-block pumping set 1 HP, 2850/2900 RPM, 220 V, 1"x1" (P1: 40 GPM @ 50 ft head) | Each | 1 | Â | Â | Â |
| 192 | 37012 | Pump foundation block CC 1:2:4 (2'-0" x 1'-6" x 1'-0") | Cft | 3 | Â | Â | Â |
| 193 | 37014 | Foundation bolts & nuts ½" x 9" for pump | Each | 4 |  |  |  |
| 194 | 37018 | Brass foot valve 1" on pump suction in UGT | Each | 1 | Â | Â | Â |
| 195 | 37384 | Brass check (non-return) valve 1" on pump delivery | Each | 1 | Â | Â | Â |
| 196 | 38478 | Brass gate valve 1" spindle type on suction & delivery | Each | 2 | Â | Â | Â |
| 197 | 37746 | GI pipe 1" suction & delivery connections at pump incl. specials & painting - PWD per metre | P/Meter | 4 | Â | Â | Â |
| 198 | 37027 | DOL starter single phase up to 2 HP on prepared board | Each | 1 | Â | Â | Â |
| 199 | 114-166 | 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 | 1475 | Â | Â | Â |
| 200 | 108-12 | Providing a coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | 100 Sq.ft. | 589 | Â | Â | Â |
| 201 | 119-41 | 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 | 753.04 | Â | Â | Â |
| 202 | 119-42 | Providing and fixing M. S. tees, angles and flats including welding all the sides of the section 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 | 1308.05 | Â | Â | Â |
| 203 | Non Schedule Items | Â | Â | Â | Â | Â | Â |
| 204 | Â | Providing and installing float switch set for automatic water pump control, including underground tank (UGT) low-water level dry-run cut-out and overhead tank (OHT) level control, complete with necessary control cables, electrical connections, accessories, testing, and commissioning | Each | 2 | Â | Â | Â |
| 205 | Â | Disinfection of underground tank (UGT), overhead water tanks (OHTs), and associated water supply pipework using chlorinated water at 50 ppm concentration, including preparation, circulation or flushing, contact time, draining, and final flushing as required, complete with all necessary labour, materials, and testing before handover | Each | 1 | Â | Â | Â |
| GRAND TOTAL: | Rs 31,000,000.00 |
SCOPE OF WORK
1. Project Description
The project comprises the construction of six classrooms and separate male and female toilet facilities at Hyderabad Institute for Technology and Management Sciences, including all associated structural, architectural, plumbing, electrical and external works specified in the approved drawings, technical specifications and Bill of Quantities (BOQ).
2. Detailed Work Requirements
2.1 Site Preparation and Earthwork
The Contractor shall carry out site clearance, setting out, excavation, disposal of surplus excavated material, filling, backfilling and compaction as required by the approved drawings and BOQ. Existing services and adjacent structures shall be protected throughout construction.
2.2 Foundations and Substructure
The Contractor shall execute foundations, concrete works, reinforcement, masonry, damp-proofing and related substructure works in accordance with the approved structural drawings, technical specifications and BOQ. No concrete shall be placed before inspection and approval of the relevant reinforcement and formwork.
2.3 Structural Framework, Walls and Roofing
The Contractor shall supply, fabricate, erect and install the specified structural framework, wall panels, partitions and roofing system, including connections, fasteners, protective coatings, flashings, gutters and rainwater disposal components where shown in the approved design. Materials, member sizes, grades, thicknesses and finishes shall comply with the approved specifications and drawings.
2.4 Flooring and Finishes
The Contractor shall complete floor finishes, skirting, wall finishes, ceiling finishes, plastering, painting and other finishing works as specified in the BOQ and approved drawings. Finished surfaces shall be sound, level where required, properly aligned and free from unacceptable defects.
2.5 Doors, Windows and Partitions
The Contractor shall supply and install doors, windows, frames, glazing, ironmongery, locks and partitions in accordance with the approved schedules and specifications. All fittings shall operate correctly and be securely fixed.
2.6 Plumbing and Sanitary Works
The Contractor shall provide the plumbing and sanitary installations shown in the approved drawings and BOQ, including water-supply piping, valves, sanitary fixtures, connections, drainage piping and associated fittings. The installations shall be tested for leakage, proper flow and drainage before acceptance.
2.7 Electrical Works
The Contractor shall execute the electrical works included in the approved BOQ and drawings, including wiring, conduits, switches, sockets, lighting points, distribution equipment, earthing and associated accessories, as applicable. Electrical installations shall be tested and certified in accordance with the applicable requirements before handover.
2.8 External Works
The Contractor shall complete the external works specifically identified in the approved drawings and BOQ, including site reinstatement, surface drainage, pathways and other listed works, where applicable.
3. Drawings and Technical Specifications
The approved drawings, technical specifications, BOQ and written addenda issued by the Procuring Agency shall collectively define the required work. The Procuring Agency shall identify the applicable revision of each drawing and specification if any discrepancy shall be referred to the Project Coordinator/Engineer for written clarification before the affected work is executed.
4. Inspection and Quality Control
The Contractor shall provide materials, samples, test reports and inspection access as required by the contract. Materials and workmanship shall comply with the approved specifications. The Procuring Agency or its authorized representative may reject non-compliant work and require rectification in accordance with the contract.
5. Handover
Before completion and handover, the Contractor shall complete the specified inspections and tests, rectify notified defects, remove construction debris, reinstate affected areas and submit applicable test reports, warranties, as-built drawings and operation/maintenance information where required by the contract.
Important Note: Bidder must qoute rates inclusive of all government taxes/duties for above scope of work BOQ attached in annexureÂ
For Individual Jobs
| # | Job Title | Quantity | Unit Price (PKR) | Total Price (PKR) | Delivery Location | Delivery Period / Year | Country of Origin |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| 2 |
| # | Lot Title | Total Lot Price (PKR) | Country of Origin |
|---|---|---|---|
| 1 | [Lot 1 Title] |
Â
Â
Â
The following Special Conditions of Contract shall supplement the General Conditions of Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the Conditions of Contract. The corresponding clause number of the GCC is indicated in parentheses.
Number of GC Clause
Amendments of, and Supplements to, Clauses in the General Conditions of Contract
Number of GC Clause 1
Definitions
The Procuring Agency is: Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences), Project Coordinator Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
The Supplier is:
The title of the subject procurement is: Construction of Six Class Rooms & Separate Male/Female Toilets
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:
Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences), Project Coordinator
Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
+92-333-261-1134
afsarhussain@hitms.edu.pk
Contractor/ Bidder:
[Name, address and telephone number]
The Contractor/ Bidder’s Representative(s)
[Name, address, telephone number and e-mail address]
Number of GC Clause 6.1
The Authorized Representatives are:
For the Procuring Agency:
Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences), Project Coordinator
Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
+92-333-261-1134
afsarhussain@hitms.edu.pk
For the Bidder:
Name: ………………………………………
Designation: ……………………..
Address: …………………………………………..
Number of GC Clause 7
Effectiveness of the contract
The Contractor/Bidder shall be effective within ….. days from the date of signature of the Contract by both parties
Number of GC Clause 8
Commencement of Contract:
The Contractor/Bidder shall provide Non-Consultancy Services from the effective date of contract.
Number of GC Clause 10.2
Expiration of Contract:
The time period shall be ……………………………
Number of GC Clause 14
Termination
In the event of termination of the contract due to any reason as already defined in the General Conditions of Contract, the Bidder shall be responsible for providing to the Authority the Goods till the time of alternate arrangements.
Number of GC Clause 16
Conflict of Interest:
The Procuring Agency reserves the right to determine on a case-by-case basis whether the Bidder should be disqualified from providing goods or services due to a conflict of a nature described in Clause GCC 17.
Number of GC Clause 20
Liquidated Damages
If the Bidder fails to provide services as required under the contract or in case of any data loss/data breach or any incident compromising the data security or other such failures related to any services, the Bidder shall pay to the Procuring Agency as Liquidated Damages at a rate of 0.10% to 10.00% of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority.
Number of GC Clause 21
Performance Guarantee:
The amount of performance guarantee shall be 10.00% of the contract price in acceptable form of Pay Order, Call at Deposit, Demand Draft
Number of GC Clause 27
Currency of Payment:
All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees.
Number of GC Clause 28
Payment terms:
Payment will be made to the Bidder against the procured Goods and services according to the actual invoice or running bills submitted by the Bidder against the services provided within the time given in the conditions of the contract.
Number of GC Clause 29
Identifying Defects:
The Authority reserves the right at any time to inspect the premises of the provider to inspect the goods and monitor the goods being provided.
The samples of all material related to project items must be submitted before bringing them to site and should be approved by the Employer.
Any other documents specifically required under the tender conditions.
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.:P155769
To: Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences), Project Coordinator Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
We, the undersigned, declare that:
We understand that, according to your conditions, Bids must be supported by a Bid Securing Declaration.
We accept that we will be blacklisted and henceforth cross debarred for participating in respective category of public procurement proceedings for a period of (not more than) six months, if fail to abide with a bid securing declaration, however without indulging in corrupt and fraudulent practices, if we are in breach of our obligation(s) under the Bid conditions, because we:
We understand this Bid Securing Declaration shall expire if we are not the successful
Bidder, upon the earlier of (i) our receipt of your notification to us of the name of the successful Bidder; or (ii) twenty-eight (28) days after the expiration of our Bid.
THIS AGREEMENT made the _____ day of __________ 20_____ between Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences), Project Coordinator Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, 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:
WHEREAS the Procuring Agency invited Bids for provision of goods, viz., Construction of Six Class Rooms & Separate Male/Female Toilets (P155769) 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: Hyderabad Institute for Technology and Management Sciences (Hyderabad Institute For Technology and Management Sciences), Project Coordinator Daman-e-Kohsar Latifabad Hyderabad Project Coordinator Office, 1st Floor, Admin Block, Hyderabad, Hyderabad (District), Hyderabad (Division), Sindh (Province).
WHEREAS [name of Bidder] (hereinafter called “the Bidder”) has undertaken, in pursuance of Contract No. [reference number of the contract] dated [insert date] for provision of Goods(hereinafter called “the Contract”).
AND WHEREAS it has been stipulated by you in the said Contract that the Bidder shall furnish you with a Bank Guarantee by a reputable bank for the sum specified therein as security for compliance with the Bidder’s performance obligations in accordance with the Contract.
AND WHEREAS we have agreed to give the Bidders guarantee:
THEREFORE, WE hereby affirm that we are Guarantors and responsible to you, on behalf of the Bidder, up to a total of [amount of the guarantee in words and figures], and we undertake to pay you, upon your first written demand declaring the Bidder to be in default under the Contract and without cavil or argument, any sum or sums within the limits of [amount of guarantee] as aforesaid, without your needing to prove or to show grounds or reasons for your demand or the sum specified therein.
This guarantee is valid until the: [insert date]
Signature and seal of the Guarantors
_____________________________________________________________________
[name of bank or financial institution]
_____________________________________________________________________
[address]
_____________________________________________________________________
[date}
All items must be quoted inclusive of all government taxes/duties. If any item is omitted, its cost shall be deemed included in the Grand Total Amount, and no separate payment shall be made for that item.
Project Manager
Site Engineer
QS
M.E
Surveyor
Site Supervisor
Guard
Educational Building Works
Prefabricated Structue Works