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).
Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA
Office # 26, 1st Floor, Block-III, P&C Wing, CDA.
+92-334-856-6622
ammarpavero@gmail.com
The following specific data for the procurement of works shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITBs). Whenever there is a conflict, the provisions herein shall prevail over those in ITBs.
ITB Number 1.1
Name of Procuring agency/Employer: Capital Development Authority (Works Directorate)
The subject of procurement is: Construction Of Federal Election Academy and other Offices of Election Commission of Pakistan at H-11/4, Islamabad
Period for completion of the works 24 Months
Commencement date execution of the works: 14 Days
Type of Procurement: Local
ITB Number 2.1
Financial year for the operations of the Procuring agency/Employer: 2026-27Name of Project [insert: name and summary description of the Project if any]
Name of financing institution: [insert: name if any]
Name and identification number of the Contract: P54830
ITB Number 3.1
JV/Consortium or Association Allowed: Yes
Maximum number of members in the joint venture shall be: 3.
ITB Number 6.4
The Bidders may seek clarifications through EPADS v2.0: Last Clarification Date: Sunday, July 12, 2026
ITB Number 8.1
The Language of all correspondences and documents related to the Bid is: English
ITB Number 5.1 & 9.1
The following documents must be included to constitute the Bid
ITB Number 9.4 (b)
Other procurement specific documentation requirements are:
The bidder shall submit with its priced bid the following documents to be uploded on E-PADS
ITB Number 12.4
The Bid price will be/will not be subject to the price adjustment Yes
Price Adjustment Annexure is attached in the Annexure Section with the name of Adjustment Data.
ITB Number 12.6
The Bid price shall be adjusted in accordance with Schedule-A to Bid – “Schedule of Adjustment Data” if available.
ITB Number 13.1
Bidders to quote entirely in Pak rupees (PKR)
Schedule of Adjustment Data for Local Currency (LC)
| Index Code | Index Description | Source of Index | Weighting |
|---|---|---|---|
| 1 | Non-adjustable | --- | 0.46 |
| 2 | lABOUR | Pakistan Federal Bureau of Statistics | 0.15 |
| 3 | Cement | Pakistan Federal Bureau of Statistics | 0.08 |
| 4 | Reinforcement Steel | Pakistan Federal Bureau of Statistics | 0.24 |
| 5 | POL (HSD) | OGRA | 0.07 |
| Total | PKR | 1.00 |
ITB Number 15.1
The Bid Validity period shall be 120 Days days.
ITB Number 16.1
The amount of Bid Security shall be (insert amount)
The currency of the Bid Security shall be: PKR.
ITB Number 16.2
The Bid Security shall be in the form of: Pay Order, Call at Deposit
ITB Number 19.1
The deadline for Bid submission is: Tuesday, July 21, 2026 11:30 AM
Address for submission of Original Bid Security: Office # 26, 1st Floor, Block-III, P&C Wing, CDA.
ITB Number 21.1
The Bid opening shall take place at: EPADS v2.0
Day : Tuesday
Date: July 21, 2026
Time : 12:00 PM
ITB Number 27.1
The currency that shall be used for Bid evaluation and comparison purposes to convert all Bid prices expressed in various currencies is: PKR Only
The source of exchange rate shall be: Nil
The date of exchange rate shall be: Nil
ITB Number 28.2 & 28.5
Least Cost Based Selection (LCBS)
see Evaluation Criteria
ITB Number 29.1
Domestic preference to apply.
Domestic preference: No
Preference to domestic or national suppliers or contractors shall be provided in accordance with policies of the Federal Government and/or in accordance with the regulations issued by the Authority.
If Yes, The percentage for the domestic preference alongwith calculation formula is provided in the evaluation and qualification criteria.
ITB Number 32.2
Sub-contracting is allowed? : No
No % of the total value of the contract.
39.1 The Performance Security (or guarantee) shall be 10.00%
39.2 The Performance Security (or guarantee) shall be in the form of: Bank Guarantee
| Bidder's Type | Required Registration |
|---|---|
| Sole Proprietorship Partnership Firm Company (Private Limited) Company (Public Limited) State Owned Enterprise (Private Limited) State Owned Enterprise (Public Limited) | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) FBR (GSTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| The firm who are well reputed / registered with Pakistan Engineering Council (PEC) having valid registration certificate in C-1 or above with project codes BC-03 (ii), BC-04, CE-01, CE-09, EE-11, ME-01, ME-02, ME-03, EE-02 and EE-04 for the year 2026-27. | Yes |
| The bidder shall submit written power of Attorney authorizing the signatory of the bid to act for and on behalf of the bidder. The name and position held be each person signing the authorization must be typed or printed below the signature. | Yes |
Least Cost Based Selection (LCBS)
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 70 | |
| Experience Record. | ||
| Completed Projects of Building Works (G+4) i.e. Government or Semi Government Organization or Autonomous body or Authorities of minimum value 1500 Million in last 5 years. (Quantitative) 02 Completed Projects (20) 01 Completed Project (12) | 20 | |
| On going Projects of Building Works (G+4) i.e Government or Semi Government Organization or Autonomous body or Authorities of minimum value 1500 Million in last 2 years. (Quantitative)(Doc Required) 02 On going Projects (15) 01 On going Project (10) | 15 | |
| Personnel Capabilities | ||
| Project Manager (BSc Civil Engineering) with 10 years Experience of Highrise buildings (Quantitative)(Doc Required) | 5 | |
| Site Engineer (BSc Civil Engineering) with 5 years Experience of Highrise buildings (Quantitative)(Doc Required) | 4 | |
| Supervisor Civil (Diploma in Civil) with at least 5 years experience in Civil Engineering (Quantitative)(Doc Required) 2 (2) 1 (1) | 2 | |
| Supervisor Civil (Diploma in Electrical) with at least 5 years experience in E&M Works (Quantitative)(Doc Required) | 1 | |
| Quantity Surveyor (DAE / Relevant Certificate) at least 5 years Experience (Quantitative)(Doc Required) | 1 | |
| Surveyor (Diploma in Civil/Relevant Certificate) at least 5 years Experience) (Quantitative)(Doc Required) 2 (2) 1 (1) | 2 | |
| Equipment Capabilities | ||
| 01 Concrete Batching Plant (5 cum per hour capacity) (Quantitative)(Doc Required) | 2 | |
| Concrete Transit Mixture (6 cum capacity) (Quantitative)(Doc Required) 4 (4) 3 (3) 2 (2) 1 (1) | 4 | |
| 01 Mobile Concrete Pump (Quantitative)(Doc Required) | 1 | |
| 01 Crane (Quantitative)(Doc Required) | 2 | |
| Excavators 2 cum (Quantitative)(Doc Required) 4 (4) 3 (3) 2 (2) 1 (1) | 4 | |
| Dumpers (Quantitative)(Doc Required) 3 (3) 2 (2) 1 (1) | 3 | |
| Tractor Trolly (Quantitative)(Doc Required) 2 (2) 1 (1) | 2 | |
| 01 Generator (Quantitative)(Doc Required) | 1 | |
| 01 Water Tanker (Quantitative)(Doc Required) | 1 | |
| Financial Position | ||
| Project Specific Bank Credit Line (Quantitative)(Doc Required) Limit of Contract / Project Specific Bank Credit Line of Pkr 2000 Million or above (18) Limit of Contract / Project Specific Bank Credit Line of less than 2000 Million and more than or equal to 1900 Million (17) Limit of Contract / Project Specific Bank Credit Line of less than 1900 Million and more than or equal to 1800 Million (16) Limit of Contract / Project Specific Bank Credit Line of less than 1800 Million and more than or equal to 1700 Million (15) Limit of Contract / Project Specific Bank Credit Line of less than 1700 Million and more than or equal to 1600 Million (14) Limit of Contract / Project Specific Bank Credit Line of less than 1600 Million and more than or equal to 1500 Million (13) Limit of Contract / Project Specific Bank Credit Line of less than 1500 Million and more than or equal to 1400 Million (12) Limit of Contract / Project Specific Bank Credit Line of less than 1400 Million and more than or equal to 1300 Million (11) Limit of Contract / Project Specific Bank Credit Line of less than 1300 Million and more than or equal to 1200 Million (10) Limit of Contract / Project Specific Bank Credit Line of less than 1200 Million and more than or equal to 1000 Million (9) | 18 | |
| Average annual construction turnover for last three years (Quantitative)(Doc Required) Average annual construction turnover of Pkr 2000 Million or above (12) Average annual construction turnover of less than 2000 Million and more than /equal to 1800 Million (11) Average annual construction turnover of less than 1800 Million and more than /equal to 1600 Million (10) Average annual construction turnover of less than 1600 Million and more than /equal to 1400 Million (9) Average annual construction turnover of less than 1400 Million and more than /equal to 1200 Million (8) Average annual construction turnover of less than 1200 Million and more than /equal to 1100 Million (7) Average annual construction turnover of less than 1100 Million and more than /equal to 1000 Million (6) | 12 | |
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Election Commission Academy | Address: Office # 20, Ground Floor, Old Naval HQ, G-6 Melody, Islamabad.Schedule: 735Quantity: 1/Mix |
1/Mix | 19000000 PKR |
Jobs Without Lots :
Job: Election Commission Academy
Specifications / Requirements:
| Sr. No | Ref. No. | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|---|
| 1 | 21-1(b) (ii) | Excavation in foundation of building, bridges and other structures,including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft.(1.5m) b) By Excavator. ii) in ordinary soil. | 1000 Cft. | 225 | 10738.9 | 2416252.5 |
| 2 | 21-2 (ii) | Lift from 5ft (1.5m) to 15 ft (4.5 m):- ii) Ordinary soil | 1000 Cft. | 675 | 13017.6 | 8786880 |
| 3 | 21-2 (b) | Lift above 15 ft (4.5 m):- ii) in ordinary soil. | 1000 Cft. | 270 | 15215.1 | 4108077 |
| 4 | 5 (f) + ( 1 of Ch-1) | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): including lead up to 30 km ( 47976.70 + 2208 ) (f) Ratio 1:2: 4 | 100 Cft | 355 | 50184.7 | 17815568.5 |
| 5 | (h) + (1 of CH-1) | (h) Ratio 1:3: 6 (40804.30 + 2318.40 ) | 100 Cft | 10 | 43122.7 | 431227 |
| 6 | (i) + (1 of CH-1) | (i) Ratio 1: 4: 8 ( 35568.70 + 2377.8 ) | 100 Cft | 270 | 37946.5 | 10245555 |
| 7 | 9 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge including lead up to 30 km | ||||
| 8 | c) + (1 of CH-1) | Substructure (Foundations, Raft, Strip and Footing Beams) (vi) 3000 PSI | Per Cft | 130209 | 584.63 | 76124087.67 |
| 9 | a) + (1 of CH-1) | in roof slab, beams, lintels, girders and other structural members (vi) 3000 PSI | Per Cft | 131624 | 729.28 | 95990750.72 |
| 10 | a) + (1 of CH-1) | Superstructure (Columns and others requiring formwork) (iv) 4000 PSI | Per Cft | 35578 | 826.93 | 29420515.54 |
| 11 | b) + (1 of CH-1) | Retaining/ Shear walls laid in situ or precast laid in position. iv) 4000 PSI (ii) More Than 9" Thick | Per Cft | 26850 | 713.03 | 19144855.5 |
| 12 | 12 (b) | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (ii) Deformed bars (Grade-60) | 100 kg | 17023 | 28479.6 | 484808230.8 |
| 13 | 5 (i) + 6 (ii) | i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 21.75 | 46208.85 | 1005042.4875 |
| 14 | BRICK WORK (in Upper Basement) | |||||
| 15 | 5 (i) + 6 (i) | i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 21.45 | 43975.4 | 943272.33 |
| 16 | 5 (i) | BRICK WORK (Ground Floor) | ||||
| 17 | Pacca brick work ground floor:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 104.5 | 42181.95 | 4408013.775 | |
| 18 | 5 (i) + 6 (i) | BRICK WORK (1st Floor) | ||||
| 19 | Pacca brick work in 1st floor:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 122.85 | 43975.4 | 5402377.89 | |
| 20 | 5 (i) + 6 (ii) | BRICK WORK (2nd Floor) | ||||
| 21 | Pacca brick work in 2nd floor:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 128.34 | 46208.85 | 5930443.809 | |
| 22 | 5 (i) + 6 (iii) | BRICK WORK (3rd Floor) | ||||
| 23 | Pacca brick work in above 2nd floor:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 99.4 | 48442.25 | 4815159.65 | |
| 24 | 5 (i) + 6 (iv) | BRICK WORK (4th Floorfloors) | ||||
| 25 | Pacca brick work in above 2nd floor:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 104.55 | 52232.45 | 5460902.6475 | |
| 26 | 5 (i) + 6 (v) | BRICK WORK (5th & subsequent floors) | ||||
| 27 | Pacca brick work in above 2nd floor:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 214.2 | 53308.5 | 11418680.7 | |
| 28 | 35 | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen,complete in all respect iii) Thermopore sheet 1" (25 mm) thick | 100 Sft | 88.23 | 19751.6 | 1742683.668 |
| 29 | 15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 10 | 1228.55 | 12285.5 |
| 30 | 57 (b) | Providing and fixing ornamental wooden architrave 3" x (1½" tapered to ¼") all along the door frame complete in allrespect. (b) Deodar wood architrave | Per Sft | 9083 | 153.8 | 1396965.4 |
| 31 | 17 | Providing and fixing 2" wide MS Chowkat singel/double rebate made of 16 SWG MS sheet pressed/welded/supported with M.S.flat1-1/4"x1/8" i/c 6" long M.S. Flat 1"x1/8" hold fasts (6-Nos) welded/screwed, punching of lock hole covered with MS Box, coating with anti rust paint including filling with cement sand mortar (1:8) and embedding holdfast in cemen tconcrete (1:2:4) ,complete in all respect as approved and directed by Engineer Incharge. | ||||
| 32 | (ii) | 10.50 " wide | Per Sft | 2290 | 731.35 | 1674791.5 |
| 33 | (iii) | 5.5 " wide | Per Sft | 1240 | 530.45 | 657758 |
| 34 | 5 | Providing and fixing 1st class solid wood wrought joinery in panelled or panelled and glazed doors and windows of specified thickness with 1" thick solid wood panels with step and 1-1/2"x2-1/2" beadings all around the panels i /c the cost of Tower bolt and handles compl ete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge. b) Ash wood Door (iii) 1-1/2" thick (40 mm) | Per Sft | 3540 | 3287.65 | 11638281 |
| 35 | 60 | P/F 3/4" dia heavy duty sliding bolt of specified materi al i /c the cost of hardware complete in all respect as approved and directed by the Engineer Incharge. b) Brass i ) 10" (250 mm) l ong | Each | 195 | 1058.5 | 206407.5 |
| 36 | 62 | Providing and fixing automatic hydraulic operated door closer imported heavy duty complete in all respect as approved and directed by the Engineer Incharge. | Each | 125 | 5027 | 628375 |
| 37 | 64 | Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | Each | 195 | 4569.55 | 891062.25 |
| 38 | 3 | Supplying and filling sand under floor; or plugging in wells. | 100 Cft | 428.4 | 4156.7 | 1780730.28 |
| 39 | 39 | Providing and laying 1" thick terrazzo tile for specified colour & size full body, best quality with minimum 5000 PSI in approved design with adhesive bond over 3/4" thick 1:3 cement plaster i/c the cost of sealer for finishing the joints i/c cutting, grinding, rubbing, filling. Complete in all respect as approved and directed by the Engineer incharge. (Without Polishing) b) Size 24"x24"x1" ii) Coloured | P.Sft | 89760 | 450.05 | 40396488 |
| 40 | 25 (b) | Rubbing and polishing grit floor, including repairing voids, uneven surface, complete in all respects | 100 Cft | 897.6 | 4838.2 | 4342768.32 |
| 41 | 23 | Providing and laying superb quality Ceramic tile floors of Master brand of specific size, Glossy/Matt/ Texture of approved Color and Shade as per approved design with adhesive bond, over 3/4" thick (1;2) cement sand plaster i/c the cost of sealer for finishing the joints i/c cutting grinding complete in all respects and as approved and directed by the Engineer Incharge. | ||||
| 42 | (i) | 12"x18"/12"x24"/10"x24" /8"x24"/12"x36" | Per Sft | 4102 | 306.9 | 1258903.8 |
| 43 | 24 | Providing and laying superb quality Ceramic tiles dado of Master brand of specified size, Glossy/Matt/Textures kirting/dado of approved Color and Shade with adhesive bond over1/2" thick (1:2) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting, grinding complete in all respects as approved and directed by theEngineerIncharge | ||||
| 44 | (i) | 12"x18"/12"x24"/10"x24" /8"x24"/12"x36" | Per Sft | 19075 | 307.15 | 5858886.25 |
| 45 | 36 | Providing and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge a) Full body Glazed tiles | ||||
| 46 | (iii) | 600mm x 600 mm | Per Sft | 57400 | 450.8 | 25875920 |
| 47 | 33 | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) New surface: | ||||
| 48 | (i) | i) 1st coat | 100 Sft | 207.9 | 5011.15 | 1041818.085 |
| 49 | (ii) | 2-Coats & Subsequent Coat | 100 Sft | 207.9 | 2778.55 | 577660.545 |
| 50 | 41 | Extra labour for painting, varnishing, etc. from 20' (6.10 m) height and above, for every additional 10' (3.05 m) height, or part thereof, requiring scaffolding. (2 x 3 x 259.85)=1559.10 %sft | 100 Sft./ Coat | 140.7 | 1559.1 | 219365.37 |
| 51 | 9 | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | 100 Sft | 4236 | 4923.45 | 20855734.2 |
| 52 | 39 | Preparing surface and applying GraffiatoWeathe rCoating (Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge. | Per Sft | 42185 | 86.45 | 3646893.25 |
| 53 | 10 | Fabrication of heavy steel work, with angle, tees, flat ironround iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. | 100 Kg | 465.5 | 35334.3 | 16448116.65 |
| 54 | 33 | Providing and fixing stair railing (all types and designs) of hard wood, including bends and corners, screwed to 5/8"x5/8" (16x16 mm) M.S. square bars 2.75 ft. (838 mm) high, at 5.5 inch (137 mm) inch centre to centre, fixed in steps of stairs, M.S. flat 1"x1/8" (25x3 mm) welded to bars, painting/polishing 3 coats, etc. complete. | Per Rft | 1052 | 2590.2 | 2724890.4 |
| 55 | 61 | P/F Iron door comprising of specified leaves made of 1-1/4”x1-1/4”x3/16" MS angle iron for leaf frame, diagonal and horizontal braces duly welded with MS. sheet 18-SWG i/c the cost of sliding bolt, tower bolt and painting 3-coats but excluding the cost of Chowkat complete in all respect as approved and directed by the Engineer incharge. (ii) Double Leaf | Per Sft | 128 | 1480.8 | 189542.4 |
| 56 | 43 | Spraying anti termite proofing by using liquid FMC Biflex 2.5%EC Mixing Ratio 1:50=137-Sft or using liquid MIRAGE Ali Akbar /RANGERS Auriga 5% SC Mixing Ability-HEXTAR Ratio 1:110=205-Sft or any other equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect .as approved by the Engineer Incharge. | Per Sft | 47250 | 12.7 | 600075 |
| 57 | UPVC WINDOWS | |||||
| 58 | Non Schedule | Providing and fixing factory made uPVC (Full Body Gray/Black color with outside PMMA (co extruded coating) sliding glazed window/ventilators comprising of uPVC multi-chambered frame with aluminium roller track and sash extruded profiles of Yingde Conch Profiles Co Ltd / Dimex or approved equivalent, Three track three panels sliding window with fly proof wire mesh (Two nos. glazed & one no. wire mesh panels) made of (series) frame 88x52 mm & sash 42x66mm & 21x52mm mesh Sash and single glazing bead / double glazing bead of appropriate dimension duly reinforced with 1.2 ± 0.1 mm thick galvanized mild steel section of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, Silicone fin wool pile, zinc alloy (Black powder coated) Handle with espagnolette (multipoint lock) lock, metal frame nylon rollers .Nylon Frame fixing anchors 80x8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant of approved quality, all complete as per approved drawing & direction of Engineer-in- Charge. (without Glass) (Before Execution contractor shall submit the shop drawings, samples, design calculation and fixing detail etc for Consultant's approval.) | Sft | 5200 | 2405 | 12506000 |
| 59 | Non Schedule | Providing and fixing factory made uPVC (Full Body Gray/black color with outside PMMA co extruded Coating) Fully Fix glazed window comprising of uPVC multi-chambered frame extruded profiles of Yingde Conch Profiles Co Ltd / Dimex or approved equivalent frame 60x58mm & 60x72mm Mullion and single glazing bead / double glazing bead of appropriate dimension duly reinforced with 1.2 ± 0.1mm thick galvanized mild steel section of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads .EPDM gasket. Nylon Frame fixing anchors 80x8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame shall be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant of approved quality, all complete as per approved drawing & direction of Engineer-in- Charge. without Glass. (Before Execution contractor shall submit the shop drawings, samples, design calculation and fixing detail etc for Consultant's approval.) | Sft | 1200 | 1300 | 1560000 |
| 60 | Non Schedule | Providing and fixing factory made uPVC ( Full Body Gray color with outside PMMA co extruded Coating) casement/Casement cum fixed glazed windows comprising of uPVC multichambered frame, sash and mullion (where ever required) extruded profiles of Yingde Conch Profiles Co Ltd / Dimex or approved equivalent made of (series) frame 60x58 mm & sash 60x78mm & 72x60mm Mullion and single glazing bead / double glazing bead of appropriate dimension duly reinforced with 1.2 ± 0.2 mm thick galvanized mild steel section required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, Hinges, Stay EPDM gasket, zinc alloy (Black powder coated) handle on each side of panels along with zinc plated mild steel multi point locking having transmission gear, Nylon Frame fixing anchors 80x8 mm size for fixing frame to finished wall and necessary stainless steel screws, etc. Profile of frame & sash shall be mitered cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. without Glass (Before Execution contractor shall submit the shop drawings, samples, design calculation and fixing detail etc for Consultant's approval.) | Sft | 660 | 2145 | 1415700 |
| 61 | Non Schedule | Providing and fixing Single Glaze Solar Control/Low-e Tempered 6mm Glass of approved quality, color for window/Doors/ventilators complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Sft | 7060 | 975 | 6883500 |
| 62 | Floor Cabinets | |||||
| 63 | Non Schedule | Providing & Fixing of floor cabinet 600mm wide & 862mm high with First class Soft wood (deodar) frame, 2 1/2" x 1 1/4'' thick 3/4" thick lamination board (local) shutter /drawer of approved colour/design incl all necessary chromium plated (cp) mongery, PVC beading,RCC slab, 25mm thick 625 mm wide white/ coloured marble slab, PCC in side, complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Sft | 480 | 1378 | 661440 |
| 64 | Wall Cabinets | |||||
| 65 | Non Schedule | Providing & Fixing of kitchen wall cabinets 381mm wide & 610mm high with first class Soft wood (deodar) frame, size 2 1/2''x1 1/2'' thick lamination (local) board shutter of approved colour/design incl all necessary CP mongery fixture, & PVC beading complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Sft | 390 | 1185 | 462150 |
| 66 | WPC DOORS | |||||
| 67 | Non Schedule | Providing and Fixing Factory made single panel extruded 37-38mm WPC(wood polymer composite) door shutter/frame/beading of required size, shape, and design of 5mm thickness. Comprising of Pure polymer, calcium carbonate and natural fiber wood powder/rice husk/wheat husk and non toxic additives having specific gravity value 1.07% and Tensile strength 10.3 MPa flexural strength of 23-24 MPa and resisting to spread flame with property of being termite/borer proof, water/moisture proof fire retardant. Fixing with stainless steel hinges of required sizes and full body threaded star head counter sunk SS screws. Door shutter Hinges and lock side reinforce with best guilty wood pieces with 4nos bars in each door shutter and sealed all sides with wpc strip. Door frame(chokht) fix to wall with anchors in back filled with PU Foam. including the cast of Enamal paint/Polish, Tower Bolt & Door stopper etc complete in all respect as per Specifications and instruction of the engineer In- Charge | Sft | 1420 | 2450 | 3479000 |
| 68 | PAINTING ON PLASTERED WALLS /CEILING ETC | |||||
| 69 | Non Schedule | Providing & applying 3- coats of spot less Emulsion paint of approved make , color (stain repellent) at any height/floor incl preparation of surface with 3-coats of ACS putty, one coat of sealer on plastered walls including rubbing, finishing the surfaces, complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Sft | 390885 | 75 | 29316375 |
| 70 | Gypsum Board Ceiling | |||||
| 71 | Non Schedule | Providing and fixing water proof PVC Laminated with foil backing Gypsum Board Tiles size 24" x 24" x 1/2" ceiling with complete fixing mechanism of aluminium tees, angles, hanging wire, hooks, clips etc. foresee location of light fixtures, A/C & other services complete in all respect as per drawings, Technical Provisions and or as directed by the Engineer. | Sft | 153144 | 170 | 26034480 |
| 72 | 3 | Providing and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A) Two Piece ii) PORTA HD 200N Toilet Cito with Hydraulic Seat Cover | Each | 45 | 61651.1 | 2774299.5 |
| 73 | 4 | Providing and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) white | Each | 17 | 6949.6 | 118143.2 |
| 74 | 7 (i) | Providing and fitting glazed earthen ware wash hand basin 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. i) white, with pedestal | Each | 10 | 12051.55 | 120515.5 |
| 75 | (v) | (v) Under Counter Vanity Basin | Each | 62 | 13047.55 | 808948.1 |
| 76 | 8 | Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling. | Each | 8 | 15806.95 | 126455.6 |
| 77 | 16 | Providing and fixing, chromium plated soap dish. | Each | 60 | 981.6 | 58896 |
| 78 | 18 | Providing and fixing, chromium plated toilet paper holder. | Each | 65 | 1271.45 | 82644.25 |
| 79 | 19 | Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia. | Each | 30 | 1337.2 | 40116 |
| 80 | 21 | Providing and fixing glass shelf 60x13 cm (24"x5"), with 5mm thick glass:- i) with chromium plated brackets and railing | Each | 30 | 1701.7 | 51051 |
| 81 | 24 | Providing and fixing chromium plated pillar-cock, heavy:- i) 2 cm (¾") | Each | 80 | 3928 | 314240 |
| 82 | 27 | Providing and fixing chromium plated bib cock:- i) 2 cm (¾") | Each | 30 | 1828 | 54840 |
| 83 | 28 | Providing and fixing chromium plated tee stop cock 15mm (½"). | Each | 206 | 2068 | 426008 |
| 84 | 30 | Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower. | Each | 4 | 3950 | 15800 |
| 85 | 31 | Providing and fixing gun metal peet/gate valve (screwed):- iii) 50 mm(2") dia | Each | 13 | 12132 | 157716 |
| 86 | 40 | Supply and fitting of cast iron manhole cover with frame, etc. complete. i) 30 cm (12") dia | Each | 50 | 2532 | 126600 |
| 87 | ii) 45 cm (18") dia | Each | 35 | 3492 | 122220 | |
| 88 | 44 (a) | Providing and fixing, brass gas cock:- a) 15 mm (½") dia | Each | 150 | 793.75 | 119062.5 |
| 89 | (b) | Providing and fixing, brass gas cock:- b) 20 mm (3/4") dia | Each | 45 | 1021.75 | 45978.75 |
| 90 | 47 | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge. | ||||
| 91 | (iv) | (82 mm ) | Per Rft | 8500 | 160.6 | 1365100 |
| 92 | (v) | (110 mm) | Per Rft | 7500 | 254.3 | 1907250 |
| 93 | (vi) | (160 mm) | Per Rft | 3750 | 493.4 | 1850250 |
| 94 | (vii) | (200 mm) | Per Rft | 2250 | 525.65 | 1182712.5 |
| 95 | 49 | Providing, fixing, testing and commissioning of μ-PVC (Un plasticized poly vinyl Chloride) Nikasi/wastepipe Fittings make of dadex/Popular/Beta/BBJ conforming to code EN-1401encluding the cost of Solvents complete in all respectas approved and directed by the Engineer Incharge. (b) Multi-Trap | ||||
| 96 | (i) | 4" dia | Each | 62 | 1436.1 | 89038.2 |
| 97 | (ii) | 3" dia | Each | 78 | 1046.1 | 81595.8 |
| 98 | 52 (v) | Providing and fixing1/2"dia Muslim Shower of Fasial/Master comprising of 1/2"dia one-meter long rubber/CP fexible pipe and hand shower set complete in all respects as approved and directed by the Engineer Incharge.Providing and fixing CP bath Room Set made of Sonex /Master /Faisal comprising o f3-No Tee stop cocks, leverty pe Basin Mixer,double Bib Cock, open wall shower, Muslim shower, waste coupling and bottle trap etc. complete in all respect as approved and directed by the Engineer incharge (v) Muslim shower | Each | 62 | 2387 | 147994 |
| 99 | (iii) | (iii) Double Bib Cock | Each | 62 | 1907 | 118234 |
| 100 | (iv) | (iv) Open Type Wall Shower | Each | 5 | 18707 | 93535 |
| 101 | 1 | Providing and laying R.C.C. pipe, moulded with cement concrete 1:1½:3, with spigot socket or collar joint, etc including cost of reinforcement, conforming to B.S. 5911:Part I: 1981, Class "L" including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing, cutting pipes where necessary, finishing and testing, etc., complete. iii) 225 mm (9:) i/d | Rft | 1750 | 606.75 | 1061812.5 |
| 102 | 5 | Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects. b) concrete Gully trap | Each | 19 | 7079.95 | 134519.05 |
| 103 | 16 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | Per Set | 19 | 11263.6 | 214008.4 |
| 104 | 19 | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with socket joints, using G.I.pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves. A) With Socket Joints 2) Medium Quality | ||||
| 105 | (ii) | ¾" i/d (20 mm) 2.65mm thick | Per Rft | 6500 | 287.3 | 1867450 |
| 106 | (iii) | 1" i/d (25 mm) 3.25mm thick | Per Rft | 1750 | 430.55 | 753462.5 |
| 107 | (vi) | 2" i/d (50 mm) 3.65mm thick | Per Rft | 5800 | 872.7 | 5061660 |
| 108 | (ix) | 4" i/d (100 mm) 4.5mm thick | Per Rft | 1100 | 1999.25 | 2199175 |
| 109 | 33 | Providing,laying,testing and commissioning of POLY PROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex/Popular/Beta/BBJ) with specified pressure rating PN (PRESSURE NOMINAL) and conforming to DIN8077-8078 codei/ccost of solvent,specials,making jharries complete inall respect as approved and directed by Engineer Incharge. (Internal/ External Diameters mentioned). b) PN-20 pipe | ||||
| 110 | (ii) | (3/4") 25 mm | Per Rft | 1850 | 99.7 | 184445 |
| 111 | (iii) | (1") 32 mm | Per Rft | 5800 | 158.25 | 917850 |
| 112 | (iv) | (1-1/4") 40 mm | Per Rft | 2500 | 241.75 | 604375 |
| 113 | (v) | (1-1/2") 50 mm | Per Rft | 1650 | 347.1 | 572715 |
| 114 | (vi) | (2") 63 mm | Per Rft | 1500 | 541.3 | 811950 |
| 115 | (vii) | (2-1/4") 75 mm | Per Rft | 1150 | 798.05 | 917757.5 |
| 116 | 48 | Providing and laying 3/4" thick full width Prepolished Marble slab for Vanities /Shelves /Treads / Window Cills,having Uniform texture (Spotless ) with adhesive bond over 3/4" thick (1:2) cemen sand mortor i/c the cost of matching sealer complete in all respect as approved and directed by the Engineer Incharge. i) China Verona | Per Sft | 275 | 642.35 | 176646.25 |
| 117 | 9 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge including lead up to 30 km | ||||
| 118 | a) + (1 of CH-1) | in roof slab, beams, lintels, girders and other structural members (vi) 3000 PSI | Per Cft | 10500 | 729.28 | 7657440 |
| 119 | a) + (1 of CH-1) | Superstructure (Columns and others requiring formwork) (iv) 4000 PSI | Per Cft | 7500 | 826.93 | 6201975 |
| 120 | b) + (1 of CH-1) | Retaining/ Shear walls laid in situ or precast laid in position. iv) 4000 PSI (ii) More Than 9" Thick | Per Cft | 1365 | 713.03 | 973285.95 |
| 121 | 12 (b) | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (c) Deformed bars (Grade-60) | 100 kg | 210.323 | 28479.6 | 5989914.9108 |
| 122 | EXCAVATION | |||||
| 123 | 21-1(b) (ii) | Excavation in foundation of building, bridges and other structures,including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft.(1.5m) b) By Excavator ii) in ordinary soil. | 1000 Cft. | 5.5 | 10738.9 | 59063.95 |
| 124 | 21-2 (ii) | Lift from 5ft (1.5m) to 15 ft (4.5 m):- ii) Ordinary soil | 1000 Cft. | 4.35 | 13017.6 | 56626.56 |
| 125 | 9 | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | 100 Sft | 15.5 | 4923.45 | 76313.475 |
| 126 | 10 | Fabrication of heavy steel work, with angle, tees, flat ironround iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. | 100 Kg | 25 | 35334.3 | 883357.5 |
| 127 | Non Schedule | Proiding and fixing of mirror any shape and pattern, circular, rectangular, oval etc 5 mm thick, imported (mirror foreign made) including cost of edging, fixing accessories complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Sft | 435 | 425 | 184875 |
| 128 | Non Schedule | Proiding and fixing of casted grating CP 4"x4" complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 185 | 592 | 109520 |
| 129 | Non Schedule | Proiding and fixingof Non return valveor reflux valve, screwed 3/4" dia, complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 10 | 1470 | 14700 |
| 130 | Non Schedule | Proiding and fixing of Air valve automatic, 2" size, double acting complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 8 | 3160 | 25280 |
| 131 | 3 | Boring for tubewell in shingle, gravel and rock, including sinking and withdrawing of casing pipe:- | ||||
| 132 | a) | From ground level to 200 ft. (60 m) below ground level:- i) 12" to 18" (300 to 450 mm) i/d | Rft of bore | 200 | 1991.5 | 398300 |
| 133 | b) | Exceeding 200 ft. (60 m) depth below ground level:- i) 12" to 18" (300 to 450 mm) i/d | Rft of bore | 450 | 2190.65 | 985792.5 |
| 134 | 4 | Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement for preserving samples of strata from bore hole. | Job for complete Bore | 1 | 43572.85 | 43572.85 |
| 135 | 5 | Furnishing sample of water from bore hole. | P. Set of 2 bottles | 5 | 232.75 | 1163.75 |
| 136 | 9 | Providing and installing Fiberglass Reinforced Polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.10 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness) | Rft | 200 | 4030.4 | 806080 |
| 137 | 11 | Providing and installing P.V.C. Bail/End plug, in tubewell bore hole:- a) B.S.S. Class `B' vi) 10" i/d (250 mm) | Each | 1 | 782.35 | 782.35 |
| 138 | 12 | Providing and installing M.S. blind pipe socketed/welded joint, M.S reducer (where necessary), in tubewell bore hole, including jointing/ welding with strainer, etc. complete:- i) 10" i/d, ¼" (250 mm i/d 6 mm) thick | Rft | 460 | 5120.6 | 2355476 |
| 139 | 16 | Testing and developing of tubewell of size 6" (150 mm) i/d and above continuously. i) upto 1.5 cs. discharge | P. Hour | 12 | 2681.3 | 32175.6 |
| 140 | 17 | Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole. | Per Cft. | 500 | 189.3 | 94650 |
| 141 | 31 | Providing & mixing bentonite clay / powder have swelling factor of 1200% for lining /seal and plug earthen bore holes/ponds in the specified ratio conforming to IS:6186 for stabilization of soil as specified by the designer etc complete in all respect. | P. Pound | 500 | 13.2 | 6600 |
| 142 | 42 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved quivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve (ix) 4" dia | Each | 4 | 30780 | 123120 |
| 143 | 19 | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with socket joints, using G.I.pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves. A) With Socket Joints 2) Medium Quality | ||||
| 144 | (ix) | 4" i/d (100 mm) 4.5mm thick | Per Rft | 650 | 1999.25 | 1299512.5 |
| 145 | 44 | Providing and fixing heavy duty Check Valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all Providing and fixing heavy duty Check Valve of specified diameter and respect as approved and directed by the Engineer Incharge. | ||||
| 146 | i) | (a) Brass Threaded Valves (vi) 2" dia | Each | 8 | 13420.8 | 107366.4 |
| 147 | ii) | (b) Flange Ended Ductile Iron Valve (ix) 4" dia | Each | 4 | 13346.4 | 53385.6 |
| 148 | 9 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge including lead up to 30 km | ||||
| 149 | a) + (1 of CH-1) | in roof slab, beams, lintels, girders and other structural members (vi) 3000 PSI | Per Cft | 10500 | 729.28 | 7657440 |
| 150 | a) + (1 of CH-1) | Superstructure (Columns and others requiring formwork) (iv) 4000 PSI | Per Cft | 7500 | 826.93 | 6201975 |
| 151 | b) + (1 of CH-1) | Retaining/ Shear walls laid in situ or precast laid in position. iv) 4000 PSI (ii) More Than 9" Thick | Per Cft | 1365 | 713.03 | 973285.95 |
| 152 | 12 (b) | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (c) Deformed bars (Grade-60) | 100 kg | 210.323 | 28479.6 | 5989914.9108 |
| 153 | 21-1(b) (ii) | Excavation in foundation of building, bridges and other structures,including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft.(1.5m) b) By Excavator ii) in ordinary soil. | 1000 Cft. | 5.5 | 10738.9 | 59063.95 |
| 154 | 21-2 (ii) | Lift from 5ft (1.5m) to 15 ft (4.5 m):- ii) Ordinary soil | 1000 Cft. | 4.35 | 13017.6 | 56626.56 |
| 155 | 9 | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | 100 Sft | 15.5 | 4923.45 | 76313.475 |
| 156 | 10 | Fabrication of heavy steel work, with angle, tees, flat ironround iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but excluding erection in position. | 100 Kg | 25 | 35334.3 | 883357.5 |
| 157 | Non Schedule | Supply and installation of sentrifugal pump set with A.C electric motor, 400 v, 3-phase, 50 cycles, motor and pump , motor control unit directly coupled and mounted on commen bed plate/ channel base, duly aligned, head 35 M, capacity above 300 up to 550 gpm, 1450 rpm, with anchoring bolts/nuts, complete in all respects as per drawings technical provisions and instructions of the Engineer Incharge. | Each | 2 | 650000 | 1300000 |
| 158 | Non Schedule | Supply & installing of pumping set submersible with AC electric motor driven, 400 volts 3 phase, 50 cycles, complete with pump, motor, cable, column pipes, motor control unit, pump capacity 0.5 to o.75 cusec up to 100 M head with 30 hp motor, 2900 rpm complete in all respects as per drawings, technical provisions and instructions of the Engineer Incharge. | Each | 1 | 3686200 | 3686200 |
| 159 | 21-1(b) (ii) | Excavation in foundation of building, bridges and other structures,including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft.(1.5m) b) By Excavator ii) in ordinary soil. | 1000 Cft. | 2.5 | 10738.9 | 26847.25 |
| 160 | 5 (f) + ( 1 of Ch-1) | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): including lead up to 30 km ( 35568.70 + 2377.8 ) (i) Ratio 1:4: 8 | 100 Cft | 10.5 | 37946.5 | 398438.25 |
| 161 | 9 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge including lead up to 30 km | ||||
| 162 | c) + (1 of CH-1) | Substructure (Foundations, Raft, Strip and Footing Beams) (vi) 3000 PSI | Per Cft | 530 | 584.63 | 309853.9 |
| 163 | a) + (1 of CH-1) | in roof slab, beams, lintels, girders and other structural members (vi) 3000 PSI | Per Cft | 450 | 729.28 | 328176 |
| 164 | a) + (1 of CH-1) | Superstructure (Columns and others requiring formwork) (iv) 4000 PSI | Per Cft | 375 | 826.93 | 310098.75 |
| 165 | 12 (c) | Fabrication of mild steel reinforcement for cement concrete, including cutting, bending, laying in position, making joints and fastenings, including cost of binding wire and labour charges for binding of steel reinforcement (also includes removal of rust from bars):- (c) Deformed bars (Grade-60) | 100 kg | 10 | 28479.6 | 284796 |
| 166 | 40 | Providing and fixing collapsible gate made of 2"x2"x"¼ (50x50x6 mm) tee iron at top and bottom, channel iron verticals ¾"x¼"x¼"x1/8" (20x6x6x3 mm) at 3" (75 mm) to 5" (125 mm) centre to centre (approximate) and flat iron crosses 3"x3/16" (75x5 mm), and best quality rollers at bottom of 3" (75 mm) diameter including holdfasts,handles 12" (300 mm) ong of ¾"x¼"x¼"x1/8" (20x6x6x3 mm) channel iron, locking arrangement inside andoutside, painting 3 coats of black Japan enameled, complete in working order. | Per Sft | 240 | 1996 | 479040 |
| 167 | 4 (i) | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 4.5 | 41153.25 | 185189.625 |
| 168 | 5 (i) | Pacca brick work ground floor:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 2.5 | 42181.95 | 105454.875 |
| 169 | 9 | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | 100 Sft | 45 | 4923.45 | 221555.25 |
| 170 | 33 | Providing and applying weather shield paint of approved quality on external surface of building including preparation of surface, application of primer complete in all respect: a) New surface: | ||||
| 171 | (i) | i) 1st coat | 100 Sft | 50 | 5011.15 | 250557.5 |
| 172 | (ii) | 2-Coats & Subsequent Coat | 100 Sft | 50 | 2778.55 | 138927.5 |
| 173 | 18 | Dressing and levelling of earhtwork to designed section, etc. complete:- b) Ordinary or hard soil. | 1000 Cft | 25 | 1018.6 | 25465 |
| 174 | 47 | Jungle clearance and removing within 100 ft. (30 m). b) Heavy | 1000 Sft | 55 | 812.05 | 44662.75 |
| 175 | 5 (f) + ( 1 of Ch-1) | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): including lead up to 30 km ( 47976.70 + 2208 ) (f) Ratio 1:2: 4 | 100 Cft | 15.5 | 50184.7 | 777862.85 |
| 176 | (i) + (1 of CH-1) | (i) Ratio 1: 4: 8 ( 35568.70 + 2377.8 ) | 100 Cft | 30.75 | 37946.5 | 1166854.875 |
| 177 | 53 | Providing & fixing precast Edge Kerb Stone (4" to 6"thick) and 14" high of Compressive Strength of 3500 PSI laid in cement sand mortar (1:3) over pre-laid brick masonary for drain cum footpath etc complete in all respect. b) (ii) With painting | Per Rft | 1250 | 671.4 | 839250 |
| 178 | 43 | Providing and laying Tuff pavers, having 7000 PSI, crushing strength of approved manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect. (50% Grey / 50% Coloured) b) 60-mm thick | Sft | 3500 | 216.1 | 756350 |
| 179 | 3 (a) | Providing and laying sub-base course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of sub-base material to required depth, camber, grade to achieve 100% maximum modified AASHO dry density, including carriage of all material to site of work. ii) Crushed stone aggregate. | 100 Cft | 85 | 10389.75 | 883128.75 |
| 180 | 4(a) | Providing and laying base course of crushed stone aggregate of approved quality and grade, and supply and spreading of stone screening, including placing, mixing, spreading and compaction of base course material to required depth, camber and grade to achieve 100% maximum modified AASHO dry density, including carriage of all materials to site of work. | 100 Cft | 85 | 13859.1 | 1178023.5 |
| 181 | 6 | Providing and laying bituminous priming coat, using 10 lbs. kerosene oil and 10 lbs. binder per 100 Sft. or 0.5 Kg kerosene and 0.5 Kg binder per square metre. | 100Sft. | 150 | 2201.55 | 330232.5 |
| 182 | 10 | a) Providing and laying plant premixed bituminous carpet, including compaction and finishing to required camber, grade and density.(for 4" thickness) iv) 4.5% Bitumen Rate for 3" (3 x 7,159.70) =22557.15) | per inch thickness/100Sft | 150 | 21579.1 | 3236865 |
| 183 | 43 (2) | Earthwork excavation in open cutting for sewers and manholes as shown in drawings including shuttering and timbering, dressing to correct section and dimensions according to templates and levels, and removing surface water, in all types of soil except shingle, gravel and rock:- a) (iii) 0 ft. to 7.0 ft. (0 to 2.10 m) depth | 1000 Cft | 12.5 | 12907.8 | 161347.5 |
| 184 | 5 (f) + ( 1 of Ch-1) | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): including lead up to 30 km ( 47976.70 + 2208 ) (f) Ratio 1:2:4 | 100 Cft | 10 | 50184.7 | 501847 |
| 185 | (i) + (1 of CH-1) | (i) Ratio 1: 4: 8 ( 35568.70 + 2377.8 ) | 100 Cft | 8 | 37946.5 | 303572 |
| 186 | 5 (i) | Pacca brick work ground floor:- i) Cement, sand mortar:- Ratio 1:4 | 100 Cft | 8.5 | 42181.95 | 358546.575 |
| 187 | 9 | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | 100Sft | 150 | 6585.35 | 987802.5 |
| 188 | 3 (c) | Provi ding and l aying R.C.C. pipe sewers, moulded with cement concrete 4000 psi conforming to ASTM Specification C-76-20, specific class. Wall B, including carriage of pipe from factory to site of work, lowering in trenches to correct alignment and grade, jointing with rubber ring,cutting pipes where necessary, testing, etc. , complete. i) 310 mm (12") i/d | Rft | 275 | 1023.85 | 281558.75 |
| 189 | 5 | Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects. b) concrete Gully trap | Each | 25 | 7079.95 | 176998.75 |
| 190 | 14 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | Per Set | 21 | 24427.75 | 512982.75 |
| 191 | Non Schedule | Providing & Installation of water pressure boosting pumping system consisting of 2 nos of vertical multistage centrifugal pumps make (Grundfos/KSB/TACO) with requisite Grundfos/Siemens motor 3x400v, 2 pole, IP55, F class alarm with sluice valves, non return valves, suction and discharge headers with 2 nos. pressure tanks (300 liter each) bladder time imported, pressure gauge and pressure switches with motor control unit for system consisting of metalic box,magnetic control, ON/OFF switch, control fuse, CT control wire, electronic over current relay, auto manual selector switch, indication lamps etc. The pumps shall be capable of total discharge 90 IGPM, against 80 feet head, pumps shafts, mechanical seal, material of construction of pump, impeller, intermediate chamber, pump shaft in (Stainless Steel), electrical wiring from EDB to motor control unit of the system and motors complete in all respects including testing and commissioning as directed by the engineer-in-charge. | Each | 1 | 1550000 | 1550000 |
| 192 | Non Schedule | Supply, Installation, testing and commissioning of NFPA 20 compliant HMA Fire Fighting Pumping System switches fire installation on underground tank comprising of 1 no. main service Electrical driven vertical fire turbine pump coupled with motor (Grundfos/Siemens) of 50 HP 3 x 400v, 2 pole, IP 55, F classs and 1 no. Electrical driven backup vertical fire turbine pump coupled with motor Grundfos/Siemens) of 50 HP 3 x400v 2 pole IP 55 F class meeting the NFPA 20 Performance criteria. Electrical driven vertical fire turbine pump ( The both side fire pumps (Grundfor /KSB/Taco) having capacity 500 USGPM each at 7bar pressure meeting the NFPA 20 Performance criterial and shall not less than 150% of the rated capacity at a pressure of not less than 65% of the rated head at 2900 RPM ). The impellers of the fire pump must be bronze /SS and shaft in SS with one number electrical driven (Grundfos/HMA) Electrical multistage Jockey pump having discharge of 15 US GPM with 7 bar pressure having stainless steel. | Each | 1 | 5250000 | 5250000 |
| 193 | Non Schedule | Supply, Installation, testing and commissioning of NFPA 20 compliant Fire Fighting Pumping System on underground tank comprising of 1 no. main service Electrical driven Vertical fire turbine pump coupled with motor and 1 no. Diesel Engine driven backup vertical fire turbine pump coupled with motor. Make: KSB / DAB / NAFFCO / Equivalent | Each | 1 | 19364715 | 19364715 |
| 194 | i) 01 Nos Duty Electrical driven Vertical turbine fire pump, 750 USgpm @ 10 bar pressure. | |||||
| 195 | ii) 01 Nos Standby Diesel Engine driven backup Vertical turbine fire pump, 750 USgpm @ 10 bar pressure. | |||||
| 196 | iii) Electrical driven multistage jockey pump 25 USgpm @ 12 bar pressure. | |||||
| 197 | iv) Control panel: controller consists of all accessories like auto & manual switches, emergency switches, loss of phase, run period timer, short circuit protection etc. | |||||
| 198 | v) Delivery & suction side accessories include: Gate valve, pressure gauge, pressure switch and delivery manifold, common header, non retun valve (NRV), circulation relief valve & Strainer etc. | |||||
| 199 | Non Schedule | Providing, laying, jointing, Flushing & Hydrostatic testing MS (mild steel) ASTM seamless Schedule-40 pipelines with welded type fittings including tee, reducer, elbow, plug, socket, including protective coating consisting of two coats of bitumen and wrapping of bitumen dipped hessian cloth for pipes below ground and one coat of red oxide with two coats of enamel paint for pipe above ground, complete in all respect and as per specifications and drawings and as directed by the Engineer. Make: Baolai / Hebei Minhai / Equivalent. | ||||
| 200 | a) | Dia 150mm (6 inches) | Rft | 492 | 2500 | 1230000 |
| 201 | b) | Dia 100mm (4 inches) | Rft | 820 | 2000 | 1640000 |
| 202 | c) | Dia 75mm (3 inches) | Rft | 394 | 3705 | 1459770 |
| 203 | d) | Dia 65mm (2 1/2 inches) | Rft | 463 | 2955 | 1368165 |
| 204 | e) | Dia 50mm (2 inches) | Rft | 443 | 1873 | 829739 |
| 205 | f) | Dia 40mm (1 1/2 inches) | Rft | 164 | 1477 | 242228 |
| 206 | g) | Dia 32mm (1 1/4 inches) | Rft | 175 | 1208 | 211400 |
| 207 | h) | Dia 25mm (1 inches) | Rft | 165 | 895 | 147675 |
| 208 | Non Schedule | Providing & Installation & testing Automatic Air vent 3/4'' i/d as per BSS including the cost of 3/4'' ball valve to isolate the vent, complete in all respect as per specifications & drawings & as directed by the Engineer. TAP/Equivalent | Each | 2 | 15000 | 30000 |
| 209 | Non Schedule | Providing & Fixing & testing of external fire hydrant pillar type of specified size with delivery outlets with British instantaneous female coupling and blank caps, all connection to have individual ball valve manufactured by Haseen Habib or equivalent. | ||||
| 210 | a) | 4'' i/d barrel | Each | 6 | 40000 | 240000 |
| 211 | Non Schedule | Providing & Fixing External Fire Hose cabinet (Pak Made) made of steel sheet 24'' x 24'' x 9'' size, solid front, red painted with 100 Rft 2.5'' dia nylon rubber lined OSW hose 600 psi bursting pressure complete with male & female coupling & 2.5'' dia nozzle with each hose manufactured by Haseen Habib or equivalent. | Each | 6 | 45000 | 270000 |
| 212 | Non Schedule | Providing & Fixing of Internal Fire Hose Reel swinging type with 100 feet x 1'' i/d high pressure hose with nozzle 1'' inlet, 1" i/d Pressure Reducing Valve, 2.5" i/d Oblique Landing Valve , 2.5" i/d Hose Pipe, Jet Nozzle , Fire extinguishers CO2 5Kg & DCP 6Kg, Cabinet size 30'' W x 62'' H x 12'' D, powder coated, red finish, solid/glass front, complete in all respect. Manufactured By: Haseen Habib / Equivalent | Each | 23 | 341688 | 7858824 |
| 213 | Non Schedule | Providing and fixing multipurpose fire extinguishers Halotron – I model Halitron-2 complete with controlled discharged operating lever, pressure gauge, wall bracket & initial charged, manufactured by Haseen Habib or equivalent complete in all respect as per specification & drawings and as directed by the Engineer. | Each | 24 | 15000 | 360000 |
| 214 | Non Schedule | Providing & Installation of Gate Valves of the following sizes. Make : SCON / Mughal. | ||||
| 215 | a) | Dia 150mm (6 inches) | Each | 3 | 89741 | 269223 |
| 216 | b) | Dia 100mm (4 inches) | Each | 18 | 61542 | 1107756 |
| 217 | c) | Dia 75mm (3 inches) | Each | 2 | 44807 | 89614 |
| 218 | d) | Dia 65 mm (2 1/2 inches) | Each | 24 | 38059 | 913416 |
| 219 | e) | Dia 50 mm (2 inches) | Each | 20 | 30709 | 614180 |
| 220 | Non Schedule | Providing & Installation of Non Return Valves of the following sizes. Make : SCON / Mughal. | ||||
| 221 | a) | Dia 100mm (4 inches) | Each | 4 | 78471 | 313884 |
| 222 | b) | Dia 50mm (2 inches) | Each | 2 | 51220 | 102440 |
| 223 | Non Schedule | Supply & installation of Automatic Water Sprinkler, Brass Finish, 12.5 mm ( ½”) NPT (M) Coverage 13.4 M² (144 Sq ft) Temp 68-C, K-factor 5.6, quick response Pendent type with base plate. (Shield/Equivalent) | Each | 375 | 3475 | 1303125 |
| 224 | Non Schedule | Supply of Automatic Wall type Water Sprinkler, Brass Finish, 12.5 mm ( ½”) NPT (M) Temp 68-C, K-factor 5.6, quick response Pendent wall type. (Shield/Equivalent) | Each | 18 | 3654 | 65772 |
| 225 | Non Schedule | Providing & Installation of Flow switches. (Potter/Equivalent) | Each | 3 | 68310 | 204930 |
| 226 | Non Schedule | Supply of alarm check valve, vertical series complete with trim assembly, retarding chamber, pressure gauges and water motor bell, complete in all respects. Size: 150 mm | Each | 2 | 661586 | 1323172 |
| 227 | Non Schedule | Providing, fixing, testing and commissioning of PRV assembly consisting of 2 No. butterfly valve with temper switch, I No PRV, I No Flow switch, 2 No. pressure gauges complete in all respect. | Each | 2 | 578220 | 1156440 |
| 228 | Non Schedule | Providing and Fixing of Auto Fire Extinguisher 6 Kg for Electrical panel rooms on multiple floors. | Each | 18 | 109620 | 1973160 |
| 229 | Non Schedule | Providing and Installation of sprinkler Supervisory Panel (12- Zones), including temper switches, electrical wiring etc. (Global Fire/ Menvier OR Equivalent) | Each | 2 | 1813375 | 3626750 |
| 230 | Non Schedule | Providing and Installation of Reserved sprinkler Cabinet along with 50-Nos Sprinklers and wrench etc. | Each | 2 | 188715 | 377430 |
| 231 | Non Schedule | Providing & Fixing of Sprinkler test & drain line Valve | Each | 2 | 31050 | 62100 |
| 232 | Non Schedule | Providing & fixing of Fire brigade/Breeching inlet saimese connection (Twin). Flanged and with built in check valve. (Haseen Habib/Equivalent) | Each | 2 | 89973 | 179946 |
| 233 | Non Schedule | MCC for fire fighting system (Main Power Cable to MCC is not included). | Each | 2 | 583602 | 1167204 |
| 234 | Non Schedule | Standard Fire Protection Accessories 01 Ms Cabinet 03 Fire Suit. 06 Leather Gloves. 03 Hard Helmets. 03 Fire Blanket 03 Fire Service Mask. 03 Fireman Axe. | Each | 1 | 572680 | 572680 |
| 235 | ELECTRICAL INSTALLATION | |||||
| 236 | 3 (a) | Supply and erection of PVC pipe for wiri ngincluding inspection boxes, pull boxes, hooks, and repairing surace, etc., complete with all specials. | ||||
| 237 | ii) 80 mm i/d | Per Rft | 1250 | 299.65 | 374562.5 | |
| 238 | iii) 100 mm i/d | Per Rft | 650 | 377.65 | 245472.5 | |
| 239 | 10 | Supply and erection of single core PVC insulated, PVC sheathed copper conductor, 660/1000 volts grade cable, in to prelaid G.I. pipe/M.S. conduits/PVC pipe/G.I. wire/trenches, etc (rate for cable only):- | ||||
| 240 | ix | 95 mm sq (37/0.072") | Per Rft | 500 | 1260.95 | 630475 |
| 241 | viii | 70 mm sq (19/0.083") | Per Rft | 375 | 917.85 | 344193.75 |
| 242 | vii | 50 mm sq (19/0.072") | Per Rft | 350 | 700.9 | 245315 |
| 243 | vi | 35 mm sq (19/0.064") | Per Rft | 1500 | 497.3 | 745950 |
| 244 | v | 25 mm sq (19/0.052") | Per Rft | 2000 | 358.5 | 717000 |
| 245 | iv | 16 mm sq (7/0.064") | Per Rft | 3500 | 234.3 | 820050 |
| 246 | iii | 10.00 mm sq (7/0.052") | Per Rft | 1000 | 155.7 | 155700 |
| 247 | 11 | Supply and erection of copper conductor cables for service connection, in prelaid pipe/G.I. wire/trenches, etc. (rate for cable only):- c) PVC insulated, PVC sheathed 4 core, 660/1000 volt non armoured cable:- | ||||
| 248 | xvii) | 300 mm sq (61/0.099") | Per Rft | 300 | 16386.55 | 4915965 |
| 249 | xvi) | 240 mm sq (37/0.114") | Per Rft | 220 | 12679.45 | 2789479 |
| 250 | (xiii) | 120 mm2 (37/0.083") | Per Rft | 1200 | 6335.75 | 7602900 |
| 251 | (vi) | 50 mm2 (19/0.072") | Per Rft | 600 | 2562.85 | 1537710 |
| 252 | (vii) | 16 mm2 (7/0.064") | Per Rft | 1500 | 926.05 | 1389075 |
| 253 | (viii) | 25 mm (19/0.052") | Per Rft | 1500 | 1426.2 | 2139300 |
| 254 | (vi) | 10 mm (7/0.052") | Per Rft | 1000 | 605.85 | 605850 |
| 255 | 86 | Supplying ,Installation and commissioning of MCCB (Moulded Case Circuit Breaker) of specified rating made of LEGRAND FRANCE/ GE U.S.A / SCHNEIDER GERMANY / TERASAKI JAPAN/SIEMEN/ABB SWITZERLAND (with fixed Thermal-Magnetic Trip ) in prelaid DBs and Panels i/c the cost of screws, necessary wire complete in all respect as approved and directed by the Engineer Incharge. b) Four Pole | ||||
| 256 | (i) | 15-100 Amp(18KA) | Each | 12 | 23154.9 | 277858.8 |
| 257 | (iv) | 125-250 Amp(25 KA) | Each | 25 | 39467.4 | 986685 |
| 258 | 99 | Providing and fixing cable tray with straight flange fabricated with perforated G.I. Sheet of specified guage,size and depth duly supported on painted brackets of MS angle iron of 1-1/2"x1-1/2"x3/16" and MS patti of 1-1/2"x3/16" size @ 3 ft C/C, hangers i/c the cost of hardwares as approved and directed by the Engineer Incharge. (a) 14 SWG | ||||
| 259 | (i) | 12"x4" | Per Rft | 425 | 1303.25 | 553881.25 |
| 260 | (iii) | 16"x4" | Per Rft | 450 | 1467 | 660150 |
| 261 | (v) | 24"x4" | Per Rft | 500 | 1953.4 | 976700 |
| 262 | 102 | Providing and fixing Pakistan Energy Label NEECA approved Copper winded Exaust Fan i/c the cost of necessary cable and hardware for connection from ceiling rose complete as approved and directed by Engineer Incharge. (a) Plastic body | ||||
| 263 | (ii) | 12 " dia | Each | 50 | 5685.5 | 284275 |
| 264 | (ii) | (b) Steel body | Each | 10 | 6641.75 | 66417.5 |
| 265 | 18" sweep | |||||
| 266 | 105 | P/F PVC doublelayer Switch kit Faceplate with specified switch holes i/c thevcost of switches / sockets / dimmer made of Hi-Life / Bush / Schenider or approved equvilent manufacturer, screws complete as approved and directed by the Engineer Incharge (a) One way Gange Switch | ||||
| 267 | SMALL (i) | 01 Gange | Each | 50 | 463.2 | 23160 |
| 268 | (ii) | 02 Gange | Each | 200 | 704.4 | 140880 |
| 269 | (iv) | Three pin Light Plug 10/13 Amp | Each | 250 | 754.45 | 188612.5 |
| 270 | (viii) | Three Pin Power Plug 15-32 Amp | Each | 150 | 924.55 | 138682.5 |
| 271 | LARGE (b) (i) | 04 Gange | Each | 350 | 981.25 | 343437.5 |
| 272 | (iii) | 06 Gange | Each | 195 | 1405.85 | 274140.75 |
| 273 | (i) | (c) Two way Gange Switch | ||||
| 274 | 01 Gange | Each | 56 | 499.9 | 27994.4 | |
| 275 | 104 | Providing and fixing Pakistan Energy Label NEECA approved Copper winded Ceiling Fan i/c the cost of necessary cable and hardware for connection as approved and directed by Engineer Incharge. iii) 56" dia | Each | 332 | 10180.2 | 3379826.4 |
| 276 | 103 | Providing and fixing Pakistan Energy Label NEECA approved Copper winded wall bracket Fan i/c the cost of necessary cable and hardware for connection as approved and directed by Engineer Incharge. i)18" Sweep dia | Each | 42 | 6861.15 | 288168.3 |
| 277 | SECTION -1 | |||||
| 278 | Points and Outlets wiring. | |||||
| 279 | Wiring with 450/750 V CU/PVC wires Low Smoke Zero Halogen Fire Retardant (LSZH) of approved make (including circuit wiring, solar/ups (where required) & insulated E.C.C) | |||||
| 280 | 1 | Circuit Wirring from DB to gang switch board with 3 x 7/0.74 mm (7/0.29") 2.5mm Low Smoke Zero Halogen Fire Retardant (LSZH) (R+B+G+Y+W) including UPS/Solar Circuit & Earth cable of pvc insulated single core cables in appropriate 25mm pvc conduit complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 198 | 5460 | 1081080 |
| 281 | 2 | Wiring of light or fan point or other from switch to the point with 3x1.5mm (3/0.029") Low Smoke Zero Halogen Fire Retardant (LSZH) pvc insualting single core cable in PVC 25mm pipes concealed in wall column and slab i/c acesseries like bend, tees etc complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 825 | 2730 | 2252250 |
| 282 | 3 | Point wiring from light point to point with 3x1.5mm (3/0.029") Low Smoke Zero Halogen Fire Retardant (LSZH) pvc insulated single core cables in appropriate 25mm pvc conduit recessed in wall and column as required complete in all respect and as approved by engineer incharge | Each | 528 | 1890 | 997920 |
| 283 | 4 | Wirring of 5 Amp 2/3 pin universal flush mounting switch socket unit away from switch board and wired with 3x2.5mm (7/0.029) Low Smoke Zero Halogen Fire Retardant (LSZH) single core cable from nearest circuit available in 25mm PVC concealed conduits or trunking including all conduit accessories as required complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 200 | 4410 | 882000 |
| 284 | 5 | The same as above item but wiring from one socket to another socket with 3x2.5 mm2 (7/0.029") Low Smoke Zero Halogen Fire Retardant (LSZH) single core cable complete in all respect and as approved by engineer incharge | Each | 225 | 4085 | 919125 |
| 285 | 6 | Wiring of 15/20 A 3-pin flush mounting switch socket unit (Power Plug) wired with 2x 6 mm2 Low Smoke Zero Halogen Fire Retardant (LSZH) 1-core and 1-core 2.5 mm2 Low Smoke Zero Halogen Fire Retardant (LSZH) (Earth) wires starting from Distribution Board in 25mm PVC pipe complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 388 | 7845 | 3043860 |
| 286 | 7 | The same as above item but wiring from one socket to another socket with 3x4 mm2 (7/0.029") Low Smoke Zero Halogen Fire Retardant (LSZH) single core cable complete in all respect and as approved by engineer incharge | Each | 356 | 4545 | 1618020 |
| 287 | SECTION - 2 | |||||
| 288 | LIGHT FIXTURES | |||||
| 289 | INCLUDING SUSPENSION/ FIXING MATERIAL | |||||
| 290 | Supply and Installation of LED light fittings of approved make. All the light fixture have the efficacy of 100 lumens/Watt & have 2 years of standard replacment warranty. The power factor of the light fitting should >0.9 & have <15% THD. The color shifting of the LED Source should not be greater than 5 SDCM for indoor light. The driver should be Meanwell or approved equivalent complete in all respects as per drawings, specifications and instructions of the Engineer In-charge.. | |||||
| 291 | 1 | Surface mounted Ceiling10-12 Watt LED down lighter. | Each | 280 | 2050 | 574000 |
| 292 | 2 | Surface mounted Ceiling15-18 Watt LED down lighter. | Each | 108 | 2850 | 307800 |
| 293 | 3 | surface mounted tornado type LED light fitting (4 feet long) with 36/40 watt ) LED Double Rod. | Each | 724 | 3750 | 2715000 |
| 294 | 4 | LED light fitting (4 feet long) with 18-20 watt ) LED. | Each | 60 | 2750 | 165000 |
| 295 | 5 | Decorative weatherproof Bulk Head light IP65 with 12Watt LED lamp. | Each | 45 | 2880 | 129600 |
| 296 | SECTION - 3 | |||||
| 297 | 1 | Main /Sub Main Distribution Boards | ||||
| 298 | INCOMING (Normal) Ground Floor, Basement | Each | 3 | 350000 | 1050000 | |
| 299 | 1-150 ATP MCCB (ICS 15 KA) | |||||
| 300 | 1-Digital voltmeter+volt selector switch | |||||
| 301 | 1-Digital ammeter+ammeter selector switch | |||||
| 302 | 3-C.T.'s ratio 150/5A | |||||
| 303 | 3-Phase indications lights+control fuses/MCB's (2A). | |||||
| 304 | OUTGOING | |||||
| 305 | 2-63 ATP MCCB (ICS 15 KA) | |||||
| 306 | 2-40 ATP MCCB (ICS 15 KA) | |||||
| 307 | 2 | Sub Main Distribution Boards (First Floor to Sixth Floor) | Each | 12 | 225000 | 2700000 |
| 308 | INCOMING | |||||
| 309 | 1-250 ATP MCCB (ICS 15 KA) | |||||
| 310 | 1-Digital voltmeter+volt selector switch | |||||
| 311 | 1-Digital ammeter+ammeter selector switch | |||||
| 312 | 3-C.T.'s ratio 200/5A | |||||
| 313 | 3-Phase indications lights+control fuses/MCB's (2A). | |||||
| 314 | OUTGOING | |||||
| 315 | i). | 4-63 ATP MCCB (ICS 15 KA) | ||||
| 316 | ii). | 1-40 ATP MCCB (ICS 15 KA) | ||||
| 317 | 3 | Distribution Board Normal | Each | 12 | 175000 | 2100000 |
| 318 | Incoming | |||||
| 319 | 1x63 A TP MCCB (15 - KA) | |||||
| 320 | Outgoing | |||||
| 321 | 33 Nos 10 Amp SP (MCB) (6-KA) | |||||
| 322 | 18 Nos 16 Amp SP (MCB) (6-KA) | |||||
| 323 | 1 Nos 25 Amp TP (MCB) (6-KA) | |||||
| 324 | 4 | Distribution Board (FF1-FF4 & 2F1-2F4) | Each | 12 | 125000 | 1500000 |
| 325 | i) | Incoming | ||||
| 326 | 1x100 A TP MCCB (15 - KA) | |||||
| 327 | Outgoing | |||||
| 328 | 33 Nos 10 Amp SP (MCB) (6-KA) | |||||
| 329 | 18 Nos 16 Amp SP (MCB) (6-KA) | |||||
| 330 | 5 | Distribution Board (Miscellaneous ) | Each | 4 | 85000 | 340000 |
| 331 | i). | Incoming | ||||
| 332 | 1x80 A TP MCCB (15 - KA) | |||||
| 333 | Outgoing | |||||
| 334 | i). | 13 Nos 6/10/15/20 Amp SP (MCB) (6-KA), 1Nos 63 ATP MCCB 15KA | ||||
| 335 | SECTION - 4 | |||||
| 336 | Earthing and Lightning Protection | |||||
| 337 | 1 | Supply and installation of Earthing comprising copper plate 24" x 24" x 1/4" placed at 20 feet depth not less than 10 feet away from the building foundations, connecting to the distribution board/generator body by double run of Earthing Lead including excavation and back filling with coal, lime & salt mixture in 1:1:1 ratio around the plate, and fixing 1/2" dia G.I. water and feed pipe to full depth of excavation, including cost of brick masonry chamber of 12" x 12" clear size sinside duly plastered inside, M.S. hinged cover of 16 SWG thick M.S. sheet and 1" x 1" x 1/8" angle iron frames, duly enamel painted, complete as per specification and as directed. The chamber is to be constructed on firm/original ground to avoid settlement complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 4 | 60000 | 240000 |
| 338 | 2 (a). | Supply, fixing of 1"x1/8" copper strip on walls, parapet of the building including Copper Saddles, nails and all other necessary fixing material complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Rft | 1550 | 685 | 1061750 |
| 339 | (b). | Supply, installation and commissioning of test point 250 mm x 75 mm x 6 mm complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 6 | 6800 | 40800 |
| 340 | (c). | Supply, installation and commissioning of lightning protection air terminal, 20 mm dia and 450 mm long copper rod (Air Terminal) complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 10 | 8500 | 85000 |
| 341 | (d). | Supply, installation and commissioning of 20mm dia 3 meter long copper rod as earth electrode for lightning protection system including the cost of concrete pit and all necessary material complete with 300mm x 300 x 300mm inspection chamber with CI cover,complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 6 | 10200 | 61200 |
| 342 | 11 (b) | Supply and erection of PVC insulated, PVC sheathed copper conductor cables for service connection, in prelaid pipe/G.I. wire/trenches, etc. (rate for cable only):- b) Three core, 600/1000 volt cable:- vi) 7/1.63 mm (7/0.064") | Per Rft | 1200 | 706.25 | 847500 |
| 343 | 11 (c ) | c) PVC insulated, PVC sheathed 4 core, 660/1000 volt non armoured cable:- | ||||
| 344 | xvii) | 300 mm sq (61/0.099") | Per Rft | 300 | 16386.55 | 4915965 |
| 345 | xvi) | 240 mm sq (37/0.114") | Per Rft | 220 | 12679.45 | 2789479 |
| 346 | (x) | 120 mm2 (37/0.083") | Per Rft | 1200 | 6335.75 | 7602900 |
| 347 | 108 | Supply, insatllation, commissioning and testing of oil cooled type, Step down Power Transformer pole mounted of specified rating,11/0.415 kV, i/c the cost of lifting hooks, thermometers, LT & HT bushing 5-steps, tap changer, imported double float buchholz relay, 2 earthing terminals, roller wheels, connecting terminals for cables M.S box on transformer in order to cover complete L.T side, all necessary materials required for connections on H.T & L.T side, rated voltage 11000/415/240 V specified impedance as specified by WAPDA/IEC system earth: Delta / Star, neutral solidly earthed, i/c Wapda testing charges,complete in all changer, imported double float buchholz relay, 2 earthing terminals, roller wheels, connecting terminals for cables M.S box on transformer in order respects made of PEL, Siemens, Transfopower, Elmetec or as approved and directed by the Engineer Incharge | ||||
| 348 | a) | (ix) 630 KVA | Each | 1 | 4304717 | 4304717 |
| 349 | b) | (ii) 1000 KVA | Each | 1 | 5262217 | 5262217 |
| 350 | Supply and installation of double arm MS lighting pole 10M high with 2 Nos. "PIERLITE" Roadspan 250W high pressure sodium lamp road lighting fixture complete with all accessories including lamp, ballast, capacitor, ignitor, junction box and wiring from junction box to fixture complete in all respect. | Each | 20 | 160000 | 3200000 | |
| 351 | AS above but single arm 8M high pole with 1 No. "PHILIPS" Avenue SGX186 250W HPS lighting fixture. | Each | 25 | 135000 | 3375000 | |
| 352 | Supply and installation of Gate Light with 70 W HPS Lamp. | Each | 8 | 7500 | 60000 | |
| 353 | Power Distribution System (Sub-Station) | |||||
| 354 | Supply, Installation & Commissioning of sheet metal clad totally enclosed free standing, front excess LT-SWITCH BOARD frames fabricated from 14-SWG sheet steel derusted phosphated & with electrostatic paint of approved color Size (2100(700+4x800)800)mm, and suitable for system voltage 400/230,50 Hz., 3 phase & Neutral bus bars (Rated as per incoming breaker) of 99.99% electrolytic copper conductor, rated to a minimum short circuit of 55 KA for 3 seconds. Earthing link, Internal wiring. The switch board shall be equipped with following air circuit breakers/moulded case circuit breakers rated at 50 ºC of specified breaking capacity. Shop drawings shall be submitted by the contractor for approval before the manufacture of all distribution equipment. All breakers, instrumentations and other materials shall be make SIEMENS or approved equivalent as listed in Annexure “A”.complete in all respects as per drawings, specifications and instructions of the Engineer In- | |||||
| 355 | Main LT Panel Having 1 Incomig From Wapda Having Following Incoming & Out Goings | Each | 1 | 16983220 | 16983220 | |
| 356 | incoming | |||||
| 357 | 1 No. ACB 2000A TP 65KA (NW20H1) | |||||
| 358 | 1 No. Motor Mechanism | |||||
| 359 | 1 No. UVT | |||||
| 360 | 1 No. Shunt Trip | |||||
| 361 | 1 No. Closing Coil | |||||
| 362 | 3 No. Volt Meter (0~500) (Digital) | |||||
| 363 | 3 No. AMP Meter (2000/5A) (Digital) | |||||
| 364 | 3 No. Control Fuse 2A with Base | |||||
| 365 | 1 No.Energy Analyzer | |||||
| 366 | 3 No. C.T 2000/5A | |||||
| 367 | 4 No. HRC Fuse With Base | |||||
| 368 | 1 No. Surge Protective Device FP 100KA | |||||
| 369 | 1 No. Timer | |||||
| 370 | 2 No. Auxiliary Contactor | |||||
| 371 | 1 No. H-O-A S/Switch TP | |||||
| 372 | 2 No. Push Button (On/Off) | |||||
| 373 | 2 No. Indication Light (On/Off) | |||||
| 374 | 3 No. Indication Light (R/Y/B) | |||||
| 375 | 3 No. Control MCB 6A SP 6KA (R/Y/B) | |||||
| 376 | 5 No. Limit Switch | |||||
| 377 | 10 No. Louver With Mash | |||||
| 378 | 5 No. Exhaust Fan 6''/8" | |||||
| 379 | 3 No. Thermostate Switch | |||||
| 380 | 5 No. Control MCB 6A SP 6KA | |||||
| 381 | 20 No. Control Terminal Block 2.5mm | |||||
| 382 | Outgoing Wapda | |||||
| 383 | 20 No. MCCB 250A TP 25KA (EZC250N) | |||||
| 384 | 12 No. MCCB 400A TP 36KA (EZC400N) | |||||
| 385 | 8 No. MCCB 630A TP 50KA (NSX630N) | |||||
| 386 | 1 No. Bus Bar & Insulator | |||||
| 387 | Supply and installation of Lv Panels/ PFI Plant (500 KVAR ) fabricated from 14- SWG Size (2100(2x700)800)mm Comprising the following complete in all respect as per drawings, specifications and instrucation of the engineer incharge. | Each | 1 | 3485255 | 3485255 | |
| 388 | 1 No. C.T 2000/5A | |||||
| 389 | 8 No. Capacitor 50KVAR | |||||
| 390 | 4 No. Capacitor 25KVAR | |||||
| 391 | 8 No. Magnetic Contactor TP (LC1 - D95) | |||||
| 392 | 4 No. Magnetic Contactor TP (LC1 - D65A) | |||||
| 393 | 24 No. HRC Fuse 100A With Base | |||||
| 394 | 12 No. HRC Fuse 63A With Base | |||||
| 395 | 1 No. PFI Relay 12 Stage | |||||
| 396 | 6 No. Control Relay | |||||
| 397 | 1 No. H-O-A S/Switch | |||||
| 398 | 25 No. Indication Light (On/Off) | |||||
| 399 | 24 No. Push Button (On/Off) | |||||
| 400 | 3 No. Control MCB 6A SP 6KA | |||||
| 401 | 2 No. Limit Switch | |||||
| 402 | 4 No. Louver With Mash | |||||
| 403 | 2 No. Exhaust Fan 6''/8" | |||||
| 404 | 1 No. Thermostate Switch | |||||
| 405 | 2 No. Control MCB 6A SP 6KA | |||||
| 406 | 8 No. Control Terminal Block 2.5mm | |||||
| 407 | 1 No. Bus Bar & Insulator | |||||
| 408 | Supply and installation of M.v Panel (2 No. Incoming and 4 No. outgoings), Make of Siemens or approved equlaint Comprising the following complete in all respect and instrucation of the engineer incharge. | Each | 1 | 54035288 | 54035288 | |
| 409 | HT Panel (Protection Panel) Supply and installation of HT (Protection Panel) 11 KVA 4 way Switch/Panel Indoor type,one Incoming and 3,Out goings. | Each | 2 | 3500000 | 7000000 | |
| 410 | Supply & Installation of Cat-6A U/UTP Cable, Solid Copper, • Conductor Diameter: AWG 23 (0.57±0.005 mm) • Insulation Diameter: PE Ø 1.03±0.03 mm mm • Number of Pairs: 4 pairs • Conductor Type: Solid Bare Copper • Sheath material: LSZH Standards: Cables Cabling System Standard Fire Rating IEC 61156-5 ed. 2 • ISO/IEC11801 ed.2 • PVC: IEC 60332-1 LSZH: IEC 60332-1• ANSI/TIA 568-C.2 (i-Connect/UK, Panduit USA or Equivalent) | Rft | 2850 | 115 | 327750 | |
| 411 | Supply & Installation of Single/Dual Port Face Plate without Shuttered, UK Style 86x86mm with Top Label Holder, Color Signal White with 1-PVC Back Box Mandatory Features: • Single Port Wihout Shuttered Face Plate with Label holder with white label strip and transparent hinged cover• Keystone Fixing • UK standard single gang faceplate with 86 x 86 mm dimensions • Color Signal White• Compatible with all keystone jacks (Shielded/unshielded, Cat. 5E/6/6A, with/without shutters) • Two mounting screws included • Back Box, PVC/Steel 16SWG (i-Connect/UK, Panduit USA or Equivalent) | Nos | 180 | 725 | 130500 | |
| 412 | Supply & Installation of U/UTP Cat-6A Toolles Shuttered I/O, Mandatory Features: • Toolless Assembly • u/UTP I/O Shielded, 10G Supported • Shuttered I/O • Keystone Fixing Standards: SO/IEC 11801 Ed.2.2• DIN EN 50173-1• TIA EIA-568-C.2• IEC 60603-7-51 ((i-Connect/UK, Panduit USA or Equivalent) | Nos | 90 | 1535 | 138150 | |
| 413 | Supply & Installation of 24 Port Patch Panel with U/UTP Cat-6A Toolless Shuttered I/Os, Fully Loaded, Mandatory Features: • 24 Port Patch Panel with Top Label Holder • Patch Panel Color Black • Toolless Assembly • U/UTP I/O, Shielded, 10G Supported • Shuttered I/O • Keystone Fixing Standards: SO/IEC 11801 Ed.2.2 • DIN EN 50173-1• TIA EIA-568-C.2• IEC 60603-7-51 (i-Connect/UK, Panduit USA or Equivalent) | Nos | 10 | 38500 | 385000 | |
| 414 | Supply & Installation of Cable Manager Mandatory Features: • Horizontal and Vertical Hoops • Cage Nut Set included • Standard EIA 19" rack and cabinet mount • Plastic, 1U • Available in black colour (i-Connect/UK, Panduit USA or Equivalent) | Nos | 12 | 4390 | 52680 | |
| 415 | Supply & Installation of U/UTP Cat-6A RJ45 to RJ45 Patch Cord, PVC, 1-Meter 10G Supported (i-Connect/UK, Panduit USA or Equivalent) | Nos | 28 | 1245 | 34860 | |
| 416 | Supply & Installation of U/UTP Cat-6A RJ45 to RJ45 Patch Cord, PVC, 3-Meter, 10G Supported (i-Connect/UK, Panduit USA or Equivalent) | Nos | 28 | 1680 | 47040 | |
| 417 | Supply & Installation of Optical Fiber Patch Cord, Single Mode, SC/LC and SC/SC Duplex, 3/5-Meter (i-Connect/UK, Panduit USA or Equivalent) | Nos | 5 | 3650 | 18250 | |
| 418 | Supply & Installation 25 Pair Cable 0.5mm (i-Connect/UK, Panduit USA or Equivalent) | Rft | 235 | 335 | 78725 | |
| 419 | Supply and Installation of PVC Pipe 1 Inch With Socket and Bend (Adamjee or equivalent) | Rft | 6635 | 30 | 199050 | |
| 420 | Supply & Installation PoE 24-Port Switch 24x 10/100/1000 Ethernet PoE+ ports and 370W PoE budget, 4x 10G SFP+ uplinks Switching capacity: 125 Gbps , Forwarding performance: 92 Mpps Memory 500 MB and Flash 500 MB The equipment must support up to 30K MAC address tables , 4K ARP entries and 4K IPv4 Routes. Support for Telnet, SSHv2, IPv4 and IPv6, RIP, OSPFv2, v3, DHCP Server, STP, RSTP, MSTP or equivalent Brand should be minimum in Visionaries position in Wired and Wireless LAN Infrastructure Gartner report (Huawei/Cisco or Eqequivalent) | Nos | 1 | 438500 | 438500 | |
| 421 | Supply & Installation PoE 48-Port Switch 48x 10/100/1000 Ethernet PoE+ ports and 740W PoE budget, 4x 10G SFP+ uplinks Switching capacity: 120 Gbps , Forwarding performance: 170Mpps Memory 2GB and Flash 1GB The equipment must support up to 60K MAC address tables , 16K ARP entries and 16K IPv4 Routes Support for Telnet, SSHv2, IPv4 and IPv6, RIP, OSPFv2, v3, DHCP Server, STP, RSTP, MSTP or equivalent Brand should be minimum in Visionaries position in Wired and Wireless LAN Infrastructure Gartner report (Huawei/Cisco or Eqequivalent) | Nos | 1 | 410000 | 410000 | |
| 422 | Supply & Installation Optical Transceiver,SFP+,10G,Single-mode Module(1310nm,10km,LC) (Huawei/Cisco or Eqequivalent) | Nos | 1 | 105000 | 105000 | |
| 423 | Supply & Installation IP Office SMB Model Consisting of IP office IP500 VERSION 2A control unit with SD card, power cord and rackmount kit inclusive of 3 years avaya support (Avaya-Alcatel Equivalent) | Nos | 1 | 1550000 | 1550000 | |
| 424 | Supply & Installation IP OFFICE MEDIA CARD VOICE (VCM) CODING MODULE 64 V2 (Avaya-Alcatel Equivalent) | Nos | 1 | 98000 | 98000 | |
| 425 | Supply & Installation IP OFFICE R11 ESSENTIAL EDITION LIC:DS (Avaya-Alcatel Equivalent) | Nos | 1 | 87500 | 87500 | |
| 426 | Supply & Installation IP OFFICE R10+ AVAYA IP ENDPOINT 1 LIC:CU (Avaya-Alcatel Equivalent) | Nos | 70 | 6700 | 469000 | |
| 427 | Supply & Installation J159 IP Phone Executive (Avaya-Alcatel Equivalent) | Nos | 6 | 55600 | 333600 | |
| 428 | Supply & Installation J139 IP Phone (Avaya-Alcatel Equivalent) | Nos | 8 | 45000 | 360000 | |
| 429 | Supply & Installation Image Sensor: 4 MPX CMOS sensor 1/3” SmartSens; Min. Illumination: 0.005 lx (0 lx, IR on); Digital Slow Shutter (DSS): up to 1/3 s; Wide Dynamic Range (WDR): WDR double scan, 120dB; Digital Noise Reduction (DNR): 2D, 3D; Defog Function (F-DNR): Defog (F-DNR); HLC; Lens Type: fixed focal, f=2.8 mm/F1.6; Switching Type: mechanical IR cut filter; Frame Rate: 30 fps for 2592 x 1520, 60 fps for 1920 x 1080 (Full HD) and lower resolutions; Multistreaming Mode: 3 streams; Video/Audio Compression: H.264, H.264+, H.264 Smart, H.265, H.265+, H.265 Smart, MJPEG/G.711; Privacy Zones: 4; motion detection; Video Content Analysis (VCA): tamper, abandoned object, object disappearance, line cross, zone entrance, zone exit, object counting, face detection, pedestrian detection, cross counting, Scene Change, Video Blurred, Video Color Cast, objects distinguishing, people counting, vehicle detection, vehicle counting; IR LED: IR LED, range up to 30 m; Audio Input/Output: wej. audio audio; Memory Card Slot: microSD - capacity up to 128GB; Dimensions (mm): 95 (Ф) x 83 (H); Degree of Protection: IP 67; Enclosure: vandalproof IK10 impact rating aluminium, white; Power Supply: PoE, 12 VDC; Operating Temperature: -30°C ~ 60°C (Bosh/Novus/Honeywell or equivalent) | Nos | 8 | 78000 | 624000 | |
| 430 | Supply & Installation Image Sensor: 4 MPX CMOS sensor 1/3” SmartSens; Min. Illumination: 0.005 lx (0 lx, IR on); Digital Slow Shutter (DSS): up to 1/3 s; Wide Dynamic Range (WDR): WDR double scan, 120dB; Digital Noise Reduction (DNR): 2D, 3D; Defog Function (F-DNR): Defog (F-DNR); HLC; Lens Type: fixed focal, f=2.8 mm/F1.6; Switching Type: mechanical IR cut filter; Frame Rate: 30 fps for 2592 x 1520, 60 fps for 1920 x 1080 (Full HD) and lower resolutions; Multistreaming Mode: 3 streams; Video/Audio Compression: H.264, H.264+, H.264 Smart, H.265, H.265+, H.265 Smart, MJPEG/G.711; Privacy Zones: 4; motion detection; Video Content Analysis (VCA): tamper, abandoned object, object disappearance, line cross, zone entrance, zone exit, object counting, face detection, pedestrian detection, cross counting, Scene Change, Video Blurred, Video Color Cast, objects distinguishing, people counting, vehicle detection, vehicle counting; IR LED: IR LED, range up to 50 m; Audio Input/Output: wej. audio; Memory Card Slot: microSD - capacity up to 128GB; Degree of Protection: IP 67; Enclosure: aluminium, white, fully cable managed wall mount bracket in-set included , IK10 impact rating; Power Supply: PoE, 12 VDC; Operating Temperature: -30°C ~ 60°C (Bosh/Novus/Honeywell or equivalent) | Nos | 8 | 85000 | 680000 | |
| 431 | Supply & Installation Image Sensor: 4 MPX CMOS sensor 1/2.5” ON Semiconductor; Min. Illumination: from 0.002 lx (0 lx, IR on); Digital Slow Shutter (DSS): up to 1 s; Wide Dynamic Range (WDR): WDR double scan, 120dB; Digital Noise Reduction (DNR): 2D, 3D; Defog Function (F-DNR): Defog (F-DNR); HLC; Optical Zoom: 25x; Lens Type: motorized, auto-iris function, f=4.8 ~ 120 mm/F1.65 ~ F3.8; Switching Type: mechanical IR cut filter; Frame Rate: 30 fps for each resolution; Multistreaming Mode: 3 streams; Video/Audio Compression: H.264, H.265, MJPEG/-; Preset Commands: 360 including 20 special (function) presets; Tours: 8 (up to 16 presets per tour); Patterns: 4 (max. 360 commands or 180 s for each pattern); motion detection; Video Content Analysis (VCA): Auto Tracking linked to Video Content Analysis (VCA) functions, tamper, line cross, zone entrance, zone exit, cross counting, Scene Change, Video Blurred, Video Color Cast, zone entrance detection and object tracking, objects distinguishing, comparing faces; IR LED: IR LED, range up to 130 m (depends on current optical zoom value); Memory Card Slot: microSD - capacity up to 256GB; Degree of Protection: IP 66; Enclosure: aluminium, white, , in set: outdoor housing (integrated with the camera), wall mount bracket; Power Supply: PoE+, 12 VDC; Operating Temperature: -30°C ~ 55°C; Built-in Heater/Fan: yes/yes; (Bosh/Novus/Honeywell or equivalent) | Nos | 1 | 275000 | 275000 | |
| 432 | Supply & Installation UNIVERSAL KEYBOARD FOR MANAGING CCTV APPLICATIONS FROM PC USB keyboard for managing CCTV applications, with joystick and jog shuttle (Bosh/Novus/Honeywell or equivalent) | Nos | 1 | 210000 | 210000 | |
| 433 | Supply & Installation 32CH NETWORK VIDEO RECORDER (with 2 HDD supported) Video and audio channels: 32 Supported protocols: ONVIF, RTSP Recording speed up to 960 fps at 4000 x 3000 Recorded stream size: 192 Mb/s in total from all cameras Internal HDDs mount: 2 Monitor outputs: 2 (HDMI (4K UltraHD), VGA) RACK mount Face recognition (Bosh/Novus/Honeywell or equivalent) | Nos | 1 | 475000 | 475000 | |
| 434 | Supply & Installation HD 16 TB | Nos | 1 | 98000 | 98000 | |
| 435 | Supply & Installation LED 4K 45" (Samsung/LG or equivalent) | Nos | 1 | 195000 | 195000 | |
| 436 | Public Adress System | |||||
| 437 | Public Adress System: Providing, fixing, testing and commissioning of the following Public adress System equipment make LDA Audio Tech/ Passo/ Honey Well or approved equivalent complete in all respects as per drawings, specifications and instructions of the Engineer In-charge.- | |||||
| 438 | Mixing Amplifier with Matrix , Storage type: | Each | 1 | 1450000 | 1450000 | |
| 439 | 8 amplifier sound box with 5 analog audio inputs and two amplification configurations, dual amplification outputs fro A+B wiring. 8 pre-amp outputs for external PA amplifiers connection, triple Ethernet port , audio Matrix 7x8, LED indicators according to standard, Touch screen with at least 4GB internal Memory with RJ45 connection including all fittings & Accesriescomplete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | |||||
| 440 | Mixing Amplifier Standard: 350 W mixing Amplifier including all fittings & Accesries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 1 | 195000 | 195000 | |
| 441 | MULTI-ZONE PAGING MICROPHONE . 8 zone buttons, all zones Call button, Recall function, and LED indicators for selected-zone, occupied-zone and floor taken, as well as system indicators or Latch mode configuration. The buttons can be configured from the configuration software, equalization or gain adjustment, recording or playback of pre-recorded messages and transparent cover for zone's names indication etc. including all fittings & Accesriescomplete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 2 | 105575 | 211150 | |
| 442 | Call Station complete with Chime Microphone, DVD Player, Equipment Rack and accessories including all fittings & Accesries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 2 | 62500 | 125000 | |
| 443 | MULTISOURCE TWO CHANNELS PLAYER DVD/USB/SD AND FM/AM RADIO TUNNER Integrated multisource player with DVD player, USB and SD interface, Independent DVD/USB/SD and FM/AM lines outputs, mix audio RCA output with two line outputs with independent volume control. Support CD, DVD,USB, videos and JPEG. RMVB 720P etc. including all fittings & Accesries complete in all respect or instruction of Engineer Incharge. | Each | 2 | 72400 | 144800 | |
| 444 | CEILING SPEAKERS 6" Ceiling metal speaker for 70/100V lines with fire protection low loss transformer 6w, 3w 100 V Line 3W, 1.5W Frequency response 100-20000Hz+/- 10db, sensitivity 92db etc. i/c all fittings & accesseries complete in all respect or instruction of Engineer Incharge. | Each | 66 | 8200 | 541200 | |
| 445 | ANTIVANDAL CYLINDER SOUND PROJECTION, fixing of 5" metal speaker for 70/100 V line i/c all fittings & accesseries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 4 | 12500 | 50000 | |
| 446 | Testing and commissiong and maintenaince under warrenty from the date of commessioning including spare parts complete in all respects as per instructions of the Engineer In-charge.. | Job | 2 | 125000 | 250000 | |
| 447 | Fire Retendent Cable: Providing, laying and connecting of 2 core 1.5mm2 copper conductor fire resistant cable complete in all respects as per drawings, specifications and instructions of the Engineer In-charge.. | Rft | 6250 | 88 | 550000 | |
| 448 | Providing, laying PVC conduit in roof slab, walls, ceiling etc. 1" (25mm) dia complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Rft | 2385 | 26 | 62010 | |
| 449 | Providing, laying PVC conduit in roof slab, walls, ceiling etc. 3/4" (20mm) dia complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Rft | 1148 | 22 | 25256 | |
| 450 | Fire Alarm System: Providing, fixing, testing and commissioning of the following Fire Alarm equipment make Velex, Gent, Menvire, Photain, Simplex, Ziton,Honey Well or approved equivalent complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | |||||
| 451 | Adressable Fire Alarm control panel, Compact 4 loop panal with 1 loop card and battries with, 1 loop capacity maximum 200, with all necessary fittings & Accesries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 8 | 533250 | 4266000 | |
| 452 | 10 Zone repeater Fire Alarm control panel with power supply, with all necessary fittings & Accesries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 4 | 240975 | 963900 | |
| 453 | Addressable optical smoke detector: Optical smoke detector for general fire detection application with common base plate, diodes nominal voltage 9-28v dc Operating temp.= -10ºc to+50ºc with all necessary fittings & Accesries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 150 | 7425 | 1113750 | |
| 454 | Addressable optical Heat detector: Optical smoke detector for general fire detection application with common base plate, diodes nominal voltage 9-28v dc Operating temp.= -10ºc to+50ºc with all necessary fittings & Accesries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 45 | 7500 | 337500 | |
| 455 | Addressable manual call points: Manual call stations are manufactured From ABS with plastic covered push glass, Nominal voltage 24 v dc , Operating temp.= 0ºc to+50ºc with all necessary fittings & Accesries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 80 | 9075 | 726000 | |
| 456 | Addressable Flasher Wall sounder: with both audible and visual alaram signals (flash), bulit in volume level control and short circuit isolater, with all necessary fittings & Accesries complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Each | 15 | 12350 | 185250 | |
| 457 | Fire Retendent Cable: Providing, laying and connecting approved make of 2 core 1.5mm2 copper conductor fire retendent cable (draka, perle UK or approved Equivalent )complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Rft | 17375 | 155 | 2693125 | |
| 458 | Providing and laying of PVC conduit in roof slab, walls, ceiling etc. 3/4" (20mm) dia complete in all respects as per drawings, specifications and instructions of the Engineer In-charge. | Rft | 18375 | 62 | 1139250 | |
| 459 | Supply & Installation, testing & commissioning of Cat-6A U/UTP Cable, Solid Copper, • Conductor Diameter: AWG 23 (0.57±0.005 mm) • Insulation Diameter: PE Ø 1.03±0.03 mm mm • Number of Pairs: 4 pairs • Conductor Type: Solid Bare Copper • Sheath material: LSZH Standards: Cables Cabling System Standard Fire Rating IEC 61156-5 ed. 2 • ISO/IEC11801 ed.2 • PVC: IEC 60332-1 LSZH: IEC 60332-1• ANSI/TIA 568-C.2 (i-Connect/UK, Panduit USA or Equivalent) | Rft | 8500 | 112 | 952000 | |
| 460 | Supply & Installation, testing & commissioning of Single/Dual Port Face Plate without Shuttered, UK Style 86x86mm with Top Label Holder, Color Signal White with 1-PVC Back Box Mandatory Features: • Single Port Wihout Shuttered Face Plate with Label holder with white label strip and transparent hinged cover• Keystone Fixing • UK standard single gang faceplate with 86 x 86 mm dimensions • Color Signal White• Compatible with all keystone jacks (Shielded/unshielded, Cat. 5E/6/6A, with/without shutters) • Two mounting screws included • Back Box, PVC/Steel 16SWG (i-Connect/UK, Panduit USA or Equivalent) | Nos | 250 | 725 | 181250 | |
| 461 | Supply & Installation, testing & commissioning of U/UTP Cat-6A Toolles Shuttered I/O, Mandatory Features: • Toolless Assembly • u/UTP I/O Shielded, 10G Supported • Shuttered I/O • Keystone Fixing Standards: SO/IEC 11801 Ed.2.2• DIN EN 50173-1• TIA EIA-568-C.2• IEC 60603-7-51 ((i-Connect/UK, Panduit USA or Equivalent) | Nos | 250 | 1535 | 383750 | |
| 462 | Supply & Installation, testing & commissioning of 24 Port Patch Panel with U/UTP Cat-6A Toolless Shuttered I/Os, Fully Loaded, Mandatory Features: • 24 Port Patch Panel with Top Label Holder • Patch Panel Color Black • Toolless Assembly • U/UTP I/O, Shielded, 10G Supported • Shuttered I/O • Keystone Fixing Standards: SO/IEC 11801 Ed.2.2 • DIN EN 50173-1• TIA EIA-568-C.2• IEC 60603-7-51 (i-Connect/UK, Panduit USA or Equivalent) | Nos | 13 | 46750 | 607750 | |
| 463 | Supply & Installation, testing & commissioning of Cable Manager Mandatory Features: • Horizontal and Vertical Hoops • Cage Nut Set included • Standard EIA 19" rack and cabinet mount • Plastic, 1U • Available in black colour (i-Connect/UK, Panduit USA or Equivalent) | Nos | 14 | 4375 | 61250 | |
| 464 | Supply & Installation, testing & commissioning of U/UTP Cat-6A RJ45 to RJ45 Patch Cord, PVC, 1-Meter 10G Supported (i-Connect/UK, Panduit USA or Equivalent) | Nos | 250 | 1245 | 311250 | |
| 465 | Supply & Installation, testing & commissioning of U/UTP Cat-6A RJ45 to RJ45 Patch Cord, PVC, 3-Meter, 10G Supported (i-Connect/UK, Panduit USA or Equivalent) | Nos | 250 | 1675 | 418750 | |
| 466 | Supply & Installation, testing & commissioning of 12 Core Optical Fiber Cable, Single Mode, PE Sheet, Black (i-Connect/UK, Panduit USA or Equivalent) | Rft | 1500 | 152 | 228000 | |
| 467 | Supply & Installation, testing & commissioning of 12 Port Rack Mounted ODF with Pigtails, Adopters, Sleeves, Splicing Trays, Fully Loaded, Single Mode (i-Connect/UK, Panduit USA or Equivalent) | Nos | 10 | 43500 | 435000 | |
| 468 | Supply & Installation, testing & commissioning of 24 Port Rack Mounted ODF with Pigtails, Adopters, Sleeves, Splicing Trays, Fully Loaded, Single Mode (i-Connect/UK, Panduit USA or Equivalent) | Nos | 2 | 125000 | 250000 | |
| 469 | Supply & Installation, testing & commissioning of 48 Port Rack Mounted ODF with Pigtails, Adopters, Sleeves, Splicing Trays, Fully Loaded, Single Mode (i-Connect/UK, Panduit USA) | Nos | 2 | 138000 | 276000 | |
| 470 | Supply & Installation, testing & commissioning ofOptical Fiber Patch Cord, Single Mode, SC/LC and SC/SC Duplex, 3/5-Meter (i-Connect/UK, Panduit USA or Equivalent) | Nos | 50 | 3650 | 182500 | |
| 471 | Supply & Installation, testing & commissioning of 12U Wall Mounted Cabinet W600*D600 with side door locks, 1-PDU Toughened glass front door with symmetrical strip-type vented hole border Standard:Comply with ANSI/EIA, RS-310-D, IEC297-2, DIN41494;PART1, DIN41494;PART7, GB/T3047.2-92, ETSI standard. Material: Spcc cold Rolled Steel Thickness :Mounting profiles:1.5mm; Side panels, back panel :0.8mm;others 1.2mm Surface finish: Degreasing, Vitrification, power coated; Degree of protection: IP20. Loading capacity: Static loading: 60KG (HP,i-Connect/UK or Equivalent) | Nos | 1 | 51000 | 51000 | |
| 472 | Supply & Installation, testing & commissioning of 15U Wall Mounted Cabinet W600*D600 with side door locks, 1-PDU Toughened glass front door with symmetrical strip-type vented hole border Standard:Comply with ANSI/EIA. RS-310-D, IEC297-2, DIN41494;PART1, DIN41494;PART7, GB/T3047.2-92. ETSI standard. Material: Spcc cold Rolled Steel Thickness :Mounting profiles:1.5mm; Side panels, back panel :0.8mm;others 1.2mm Surface finish: Degreasing, Vitrification, power coated; Degree of protection: IP20. Loading capacity:Static loading: 60KG (HP, i-Connect/UK or Equivalent) | Nos | 1 | 65500 | 65500 | |
| 473 | Supply & Installation, testing & commissioning of42U Network Cabinet 600*1000 Perforated front door & Double Secction rear door Elegant Lock with 2-Fix, 1-Sliding Trays, 4-Fans, 4-Wheels, 1-PDU Standard:Comply with ANSI/EIA, RS-310-D.IEC297-2, DIN41494;PART1, DIN41494;PART7, GB/T3047.2-92、ETSI standard. Front & Rear Door: *Toughened glass front door with symmetrical strip-type vented hole border * Steel Rear Door without Vented hole * front & Rear Doors are Free Solder Reinforcement Structure Elegant and Sturdy *Front & Rear Door with Elegant Lock Material: Mounting Profile & Mounting Angle, Fingerprint resistant aluminum zinc plate,SPCC cold rolled steel, Thickness, Mounting profile 2.0mm, Mounting angle 1.5mm, others 1.2mm, Surface finish: Degreasing, Vitrification, power coated; Degree of protection:IP20. (HP, i-Connect/UK or Equivalent) | Nos | 2 | 283000 | 566000 | |
| 474 | Supply & Installation, testing & commissioning of 42U 800x1000 Server Floor Standing Rack, Front Perforated, 4-Fans, 2-Fix, 1-Sliding Trays, Back Double Door, • Flat vented front single door with handle lock. • Double flat vented rear doors with handle lock. • Flat door border and arc door edge treatment. • Removable side doors to enable easy access. • Top and bottom wire path holes. • Max load capacity 1000kg. • Made of SPCC quality cold rolled steel material. • Mounting rails 2.0mm and mounting angle 1.2 - 1.5mm. • IP20 standard protections. • Degreasing, acid pickling, Parkerizing surface finishing. Compliance: Complies with ANSI/EIA RS-310-D, IEC297-2, DIN41491; PART1, DIN41494; PART7, ETSI (HP, i-Connect/UK or Equivalent) | Nos | 2 | 348500 | 697000 | |
| 475 | Supply & Installation, testing & commissioning of 3" x 6" GI Cable Tray Profrated With Cover 18SWG With Pin Anchor Sleve 10mm,threading Rod 10mm,Angle Iron 1.5" x1" for Cable Tray Supports and Nut Bolts(Local) | Rft | 550 | 445 | 244750 | |
| 476 | Supply & Installation, testing & commissioning of 3" x 9" GI Cable Tray Profrated With Cover 18SWG With Pin Anchor Sleve 10mm,threading Rod 10mm,Angle Iron 1.5" x1" for Cable Tray Supports and Nut Bolts (Local) | Rft | 576 | 623 | 358848 | |
| 477 | Supply & Installation, testing & commissioning of 3" x 12" GI Cable Tray Profrated With Cover 18SWG With Pin Anchor Sleve 10mm,threading Rod 10mm,Angle Iron 1.5" x1" for Cable Tray Supports and Nut Bolts (Local) | Rft | 615 | 800 | 492000 | |
| 478 | Supply & Installation, testing & commissioning of PVC Pipe 1 Inch With Socket and Bend (Adamjee or equivalent) | Rft | 1750 | 29 | 50750 | |
| 479 | Supply & Installation, testing & commissioning of PoE 24-Port Switch 24x 10/100/1000 Ethernet PoE+ ports and 370W PoE budget, 4x 10G SFP+ uplinks Switching capacity: 125 Gbps , Forwarding performance: 92 Mpps Memory 500 MB and Flash 500 MB The equipment must support up to 30K MAC address tables , 4K ARP entries and 4K IPv4 Routes. Support for Telnet, SSHv2, IPv4 and IPv6, RIP, OSPFv2, v3, DHCP Server, STP, RSTP, MSTP or equivalent Brand should be minimum in Visionaries position in Wired and Wireless LAN Infrastructure Gartner report (Huawei/Cisco or Eqequivalent) | Nos | 2 | 378000 | 756000 | |
| 480 | Supply & Installation, testing & commissioning of 24-Port Switch 24x 10/100/1000 Ethernet ports, 4x 10G SFP+ uplinks Switching capacity: 125 Gbps , Forwarding performance: 92 Mpps Memory 500 MB and Flash 500 MB The equipment must support up to 30K MAC address tables , 4K ARP entries and 4K IPv4 Routes. Support for Telnet, SSHv2, IPv4 and IPv6, RIP, OSPFv2, v3, DHCP Server, STP, RSTP, MSTP or equivalent Brand should be minimum in Visionaries position in Wired and Wireless LAN Infrastructure Gartner report (Huawei/Cisco or Eqequivalent) | Nos | 1 | 365000 | 365000 | |
| 481 | Supply & Installation, testing & commissioning of48-Port Switch 48x 10/100/1000 Ethernet ports, 4x 10G SFP+ uplinks Switching capacity: 170 Gbps , Forwarding performance: 130 Mpps Memory 500 MB and Flash 500 MB The equipment must support up to 30K MAC address tables , 4K ARP entries and 4K IPv4 Routes. Support for Telnet, SSHv2, IPv4 and IPv6, RIP, OSPFv2, v3, DHCP Server, STP, RSTP, MSTP or equivalent Brand should be minimum in Visionaries position in Wired and Wireless LAN Infrastructure Gartner report (Huawei/Cisco or Eqequivalent) | Nos | 2 | 235000 | 470000 | |
| 482 | Supply & Installation, testing & commissioning of Core Switch 28 x 25 Gig SFP28, 4 x 100 Gig QSFP28(25GE SFP28 interfaces support 10GE, 100GE QSFP28 interfaces support 40GE) Switching capacity: 2.1Tbps Memory 4GB and Flash 2GB The equipment must support up to 300K MAC address tables , 100K ARP entries and 250K IPv4 Routes. Support for Telnet, SSHv2, IPv4 and IPv6, RIP, OSPFv2, v3, DHCP Server, STP, RSTP, MSTP or equivalent Brand should be minimum in Visionaries position in Wired and Wireless LAN Infrastructure Gartner report (Huawei/Cisco or Eqequivalent) | Nos | 1 | 1950000 | 1950000 | |
| 483 | Supply & Installation, testing & commissioning of Access Point Dual Band 2.4 GHz and 5 GHz bands, at a rate of up to 570Mbps at 2.4 GHz(2x2), 1Gbps at 5GHz (2x2), and 1.70Gbps for the device Interfaces: 1 x GE electrical 1 x USB,BLE 5.0 Available transmit power settings (2.4 & 5 GHz): 2.4GHz: 25dBm (combined power) 5GHz: 25dBm (combined power) Support number of users (512/Radio) Supported Features: Uplink/downlink OFDMA, MU-MIMO technology, BSS coloring, Target wake time,Bluetooth (Huawei/Cisco or Eqequivalent) | Nos | 13 | 197395 | 2566135 | |
| 484 | Supply, Installation, testing, and commissioning of imported brand new Simplex Passenger Cum Cargo Elevator, Machine Room Less (MRL Type), Single Entrance Door, heavy duty fully complied and certified by EN 81-20, EN 81-50 and EN 81-70 Standards of minimum features including but not limited to VVVF high efficiency motor, complete inside stainless steel finish,indoor type for ambient condition of 0°C - 40 °C, capacity of 1000 kg, Cabin Size1100 ×2100 ×2300 mm (W×D×H) speed 1.5~ 1.75m/s, 10 /10 openings, approx. total travel height 38 meter . entrance 900 × 2100 mm (W×H). Lift shall minimum includes car, hoisting machinery, counter-weight, supports, brackets, automatic controls, embedded parts, access ladder, separator screen & trap door, electric overload, shaft lightening, intercom system, gong, emergency operation for cabin/door, emergency rescue device (ups/battery) safety devices & Manual emergency operation lever, all essential spare parts for use for two (02) year of defect liability period complete in all respects as per specification & Drawings and according to EN 81 standard compliance.All taxes/duties shall be included.(Country/origin of manufacturing USA, EUROPE, JAPAN) | Each | 3 | 17500000 | 52500000 | |
| 485 | Supply and installation, testing & commissioning of 500 KVA DG Set of approved make F.G. Wilson, Cummins (uk), Perkins (uk) or approved equivelant 400/230 Volt, 3 Phase Auto Start Skid Mounted Set complete with ATS / AMF panel, weather proof out door acoustic canopy (low noise sielencer) built in fuel tank sufficient. continuous operator as per specification, drawing and instruction of the Engineer Incharge. | Each | 2 | 37500000 | 75000000 | |
| 486 | SUPPLY OF WATER COOLED ELECTRIC OPERATED SCREW CHILLER WITH BACnet ENABLED BMS NETWORK CARD COMPLETE AS SPECIFIED & SCHEDULED. | |||||
| 487 | CH 1-1 | Each | 1 | 38000000 | 38000000 | |
| 488 | CH 1-2 | Each | 1 | 38000000 | 38000000 | |
| 489 | SUPPLY OF FRP INDUCED DRAFT CROSS FLOW VERTICAL DISCHARGE TYPE COOLING TOWERS COMPLETE AS SPECIFIED & SCHEDULED. | |||||
| 490 | CT 1-1 | Each | 1 | 11857500 | 11857500 | |
| 491 | SUPPLY OF FORCED DRAFT HORIZONTAL TYPE AUTO IGNITION HOT WATER GENERATOR COMPLETE AS SPECIFIED & SCHEDULED. | |||||
| 492 | HWG-1 | Each | 1 | 3383100 | 3383100 | |
| 493 | HWG-2 | Each | 1 | 3383100 | 3383100 | |
| 494 | SUPPLY OF AIR HANDLING UNITS COMPLETE AS SPECIFIED & SCHEDULED. | |||||
| 495 | AHU / 1 | Each | 1 | 5042500 | 5042500 | |
| 496 | AHU / 2 | Each | 1 | 4118500 | 4118500 | |
| 497 | AHU /3 | Each | 1 | 4712500 | 4712500 | |
| 498 | AHU / 4 | Each | 1 | 4118500 | 4118500 | |
| 499 | AHU / 5 | Each | 1 | 4712500 | 4712500 | |
| 500 | AHU / 6 | Each | 1 | 4712500 | 4712500 | |
| 501 | AHU / 7 | Each | 1 | 4712500 | 4712500 | |
| 502 | AHU /8 | Each | 1 | 3285250 | 3285250 | |
| 503 | AHU /9 | Each | 1 | 3970000 | 3970000 | |
| 504 | AHU /10 | Each | 1 | 3970000 | 3970000 | |
| 505 | SUPPLY OF CEILING CONCEILED TYPE DUCTED FAN COIL UNITS BUILT-IN 2-WAY CONTROL VALVE COMPLETE WITH WIRED REMOTE CONTROLLER AS SPECIFIED & SCHEDULED. | |||||
| 506 | FCU-1 | Each | 10 | 313600 | 3136000 | |
| 507 | FCU-2 | Each | 10 | 344000 | 3440000 | |
| 508 | FCU-3 | Each | 25 | 360000 | 9000000 | |
| 509 | FCU-4 | Each | 10 | 555520 | 5555200 | |
| 510 | FCU-5 | Each | 8 | 797600 | 6380800 | |
| 511 | FCU-6 | Each | 8 | 974400 | 7795200 | |
| 512 | FCU-7 | Each | 8 | 670400 | 5363200 | |
| 513 | FCU-8 | Each | 1 | 1563200 | 1563200 | |
| 514 | SUPPLY OF BMS TEMPERATURE & AUTOCONTROL WITH CONTROL VALVES (2-WAY), ACTUATORS, SENSORS AND CONTROLERS FOR AHUs SHOWN ON DRAWING. | Each | 2 | 1125000 | 2250000 | |
| 515 | SUPPLY OF BMS TEMPERATURE & AUTOCONTROL WITH SENSORS AND CONTROLERS FOR DSAC's SHOWN ON DRAWING. | Each | 2 | 750000 | 1500000 | |
| 516 | SUPPLY OF BMS TEMPERATURE & AUTOCONTROL FOR HVAC PLANT ROOM AND COOLING TOWER, COMPLETE WITH MOTORIZED VALVES, ACTUATORS, SENSORS, CONTROLER, SOFTWARE (LIFETIME LICENCED), COMPUTER & PRINTER INCLUDING SUPERVISORY CONTROL, AS SHOWN ON DRAWING. | Each | 1 | 4375000 | 4375000 | |
| 517 | SUPPLY OF BMS CONTROL FOR PARKING VENTILATION FANS AT BASEMENTS WITH CARBON MONOXIDE (CO) SENSORS AS SHOWN ON DRAWING | LOT | 1 | 3125000 | 3125000 | |
| 518 | SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF WATER COOLED ELECTRIC OPERATED SCREW CHILLER WITH #T ENABLED BMS NETWORK CARD INCLUDING UNLOADING, LIFTING AND PLACING AT FOUNDATIONS AS SHOWN ON DRAWINGS AND SPECIFIED COMPLETE IN ALL RESPECT | |||||
| 519 | CH 1-1 | NO | 1 | 272000 | 272000 | |
| 520 | CH 1-2 | NO | 1 | 272000 | 272000 | |
| 521 | SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF FRP INDUCED DRAFT CROSS FLOW VERTICAL DISCHARGE TYPE COOLING TOWERS INCLUDING UNLOADING, LIFTING AND PLACING AT FOUNDATIONS AS SHOWN ON DRAWINGS AND SPECIFIED COMPLETE IN ALL RESPECT | |||||
| 522 | CT 1-1 | NO | 1 | 487500 | 487500 | |
| 523 | INSTALLATION, TESTING AND COMMISSIONING OF FORCED DRAFT HORIZONTAL TYPE AUTO IGNITION HOT WATER GENERATOR INCLUDING UNLOADING, LIFTINGN AND PLACING AS SHOWN ON DRAWINGS AND SPECIFIED IN SPECIFICATION COMPLETE IN ALL RESPECT | |||||
| 524 | HWG-1 | NO | 1 | 203700 | 203700 | |
| 525 | HWG-1 | NO | 1 | 203700 | 203700 | |
| 526 | INSTALLATION, TESTING AND COMMISSIONING OF GAS PIPELINE CONNECTION FOR HOT WATER GENERATOR COMPLETE IN ALL RESPECT | LOT | 1 | 2000000 | 2000000 | |
| 527 | INSTALLATION, TESTING AND COMMISSIONING OF AIR HANDLING UNITS INCLUDING UNLOADING, LIFTING AND PLACING AT FOUNDATIONS AS SHOWN ON DRAWINGS, SCHEDULED AND SPECIFICATIONS, COMPLETE IN ALL RESPECT | |||||
| 528 | AHU / 1 | NO | 1 | 76200 | 76200 | |
| 529 | AHU / 2 | NO | 1 | 76200 | 76200 | |
| 530 | AHU / 3 | NO | 1 | 76200 | 76200 | |
| 531 | AHU / 4 | NO | 1 | 76200 | 76200 | |
| 532 | AHU / 5 | NO | 1 | 76200 | 76200 | |
| 533 | AHU / 6 | NO | 1 | 76200 | 76200 | |
| 534 | AHU / 7 | NO | 1 | 76200 | 76200 | |
| 535 | AHU / 8 | NO | 1 | 76200 | 76200 | |
| 536 | AHU / 9 | NO | 1 | 76200 | 76200 | |
| 537 | AHU / 10 | NO | 1 | 76200 | 76200 | |
| 538 | SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF CHILLED WATER CENTRIFUGAL END SUCTION PUMPS INCLUDING LIFTING AND PLACING AT FOUNDATIONS AS SHOWN ON DRAWINGS & SPECIFIED. | |||||
| 539 | CHP-1-1 | NO | 1 | 1592200 | 1592200 | |
| 540 | CHP-1-2 | NO | 1 | 1592200 | 1592200 | |
| 541 | CHP-1-2 (Stand By) | NO | 1 | 1592200 | 1592200 | |
| 542 | SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF CONDENSER WATER CENTRIFUGAL END SUCTION PUMPS INCLUDING LIFTING AND PLACING AT FOUNDATIONS AS SHOWN ON DRAWINGS & SPECIFIED. | |||||
| 543 | CWP-1-1 | NO | 1 | 1566875 | 1566875 | |
| 544 | CWP-1-2 | NO | 1 | 1566875 | 1566875 | |
| 545 | CWP-1-2 (Stand By) | NO | 1 | 1566875 | 1566875 | |
| 546 | SUPPLY & INSTALLATION OF AIR SEPARATOR COMPLETE WITH ACCESSORIES AS SPECIFIED & SCHEDULED. | |||||
| 547 | AS-1 | NO | 1 | 533400 | 533400 | |
| 548 | SUPPLY & INSTALLATION OF CLOSED CYLINDRICAL DIAPHRAGM TYPE EXPANSSION TANK COMPLETE WITH ACCESSORIES AS SPECIFIED & SCHEDULED. | |||||
| 549 | ET-1 | NO | 1 | 622500 | 622500 | |
| 550 | SUPPLY & INTALLTION OF DIESEL STORAGE DAY TANK FOR HOT WATER GENERATOR, CONSTRUCTED WIH 3MM M.S SHEET. DAY TANK SHALL BE PROVIDED WITH FLOAT VALVE, INLET & OUTLET VALVES, DRAIN COCK AND GAGE GLASS FOR LEVEL MONITORING, COMPLETE WITH ACCESSORIES AS SPECIFIED AND SCHEDULED. | |||||
| 551 | DT-1 | NO | 1 | 1536500 | 1536500 | |
| 552 | SUPPLY INSTALLATION, TESTING AND COMMISSIONING OFCEILING CONCEILED TYPE DUCTED FAN COIL UNITS BUILT-IN 2-WAY CONTROL VALVE COMPLETE WITH WIRED REMOTE CONTROLLER, INCLUDING UNLOADING, LIFTING AND FIXING AS SHOWN ON DRAWINGS & SPECIFIED | |||||
| 553 | FCU-1 | NO | 10 | 13950 | 139500 | |
| 554 | FCU-2 | NO | 10 | 13950 | 139500 | |
| 555 | FCU-3 | NO | 25 | 13950 | 348750 | |
| 556 | FCU-4 | NO | 10 | 13950 | 139500 | |
| 557 | FCU-5 | NO | 8 | 13950 | 111600 | |
| 558 | FCU-6 | NO | 8 | 13950 | 111600 | |
| 559 | FCU-7 | NO | 8 | 13950 | 111600 | |
| 560 | FCU-8 | NO | 1 | 13950 | 13950 | |
| 561 | SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF DSACs WITH THERMOSTATE CONTROL KIT, INCLUDING UNLOADING, LIFTING AND PLACING AS SHOWN ON DRAWINGS & SPECIFIED. COMPLETE IN ALL RESPECT. | |||||
| 562 | DSAC-1 / CU-1 | NO | 1 | 5712000 | 5712000 | |
| 563 | DSAC-1 / CU-1 | NO | 1 | 5712000 | 5712000 | |
| 564 | SUPPLY, INSTALLATION, TESTING AND COMMISSIONING OF DUCT MOUNT ELECTRICAL HEATERS COMPLETE WITH HIGH TEMPERATURE LIMIT THERMOSTATE FOR SAFTY, INCLUDING UNLOADING, LIFTING AND FIXING AS SHOWN ON DRAWING & SPECIFIED | |||||
| 565 | EDH-1 | NO | 1 | 199750 | 199750 | |
| 566 | EDH-2 | NO | 10 | 199750 | 1997500 | |
| 567 | SUPPLY, INSTALLATION, TESTNG AND COMMISSIONING OF DECORATIVE WALL MOUNTED TYPE COOL & HEAT SPLIT AIR CONDITIONERS WITH WIRELESS REMOTE CONTROL, INCLUDING UNLOADNG, LIFTING & FIXING AS SHOWN ON DRAWING & SPECIFIED. | |||||
| 568 | SAC-1 | NO | 15 | 550000 | 8250000 | |
| 569 | SAC-2 | NO | 15 | 650000 | 9750000 | |
| 570 | SUPPLY AND INSTALLATION OF COPPER PIPES WITH 3/4" CLOSE CELL FOAM INSULATION AND CONTROL WIRE FOR DSACs, INSULATION SHALL PROTECTED WITH PVC TAPE, COMPLETE IN ALL RESPECT. | |||||
| 571 | DIA 1.0 INCH | RFT | 375 | 3643 | 1366125 | |
| 572 | DIA 5/8 INCH | RFT | 375 | 1976 | 741000 | |
| 573 | SUPPLY AND INSTALLATION OF MANUFACTURER RECOMMEND SIZES COPPER PIPES WITH 3/4" CLOSE CELL FOAM INSULATION AND CONTROL WIRE FOR SPLIT ACs. INSULATION SHALL PROTECTED WITH PVC TAPE. COMPLETE IN ALL RESPECT. | |||||
| 574 | SAC-1 | RFT | 330 | 1573 | 519090 | |
| 575 | SAC-2 | RFT | 190 | 1969 | 374110 | |
| 576 | SUPPLY & INSTALLATION OF TRUNKING OF G.I SHEET (US GAUGE-22) WITH REMOVEABLE TOP COVER FOR EXPOSED COPPER PIPES AS SHOWN ON THE DRAWINGS | |||||
| 577 | 18" X 3" | RFT | 100 | 2426 | 242600 | |
| 578 | 12" X 3" | RFT | 20 | 2170 | 43400 | |
| 579 | SUPPLY & INSTALLATION OF FRESH & EXHAUST FANS AS SPECIFIED, SCHEDULED.& SHOWN ON DRAWINGS | |||||
| 580 | EF-1 | NO | 2 | 537030 | 1074060 | |
| 581 | EF-2 | NO | 2 | 642600 | 1285200 | |
| 582 | EF-3 | NO | 1 | 596700 | 596700 | |
| 583 | EF-4 | NO | 1 | 202300 | 202300 | |
| 584 | EF-5 | NO | 4 | 95200 | 380800 | |
| 585 | EF-6 | NO | 3 | 78540 | 235620 | |
| 586 | EF-7 | NO | 1 | 4001800 | 4001800 | |
| 587 | EF-8 | NO | 1 | 634100 | 634100 | |
| 588 | SF-1 | NO | 1 | 1028500 | 1028500 | |
| 589 | PF-1 | NO | 1 | 547400 | 547400 | |
| 590 | SUPPLY & INSTALLATION OF CHEMICAL FEEDER AND CHEMICALS AS SPECIFIED FOR CHILLED WATER SYSTEM WITH SUFFCIENT CHEMICALS FOR FEEDING FOR 1 YEAR OPERATION, TESTING AND COMMISSIONING. BASED ON 10 HRS OPERATION PER DAY | Lot | 1 | 632500 | 632500 | |
| 591 | SUPPLY & INSTALLATION OF CHEMICAL FEEDER, DOZING PUMP AND CHEMICALS AS SPECIFIED FOR CONDENSER WATER SYSTEM WITH SUFFCIENT CHEMICALS FOR FEEDING FOR 1 YEAR OPERATION, TESTING AND COMMISSIONING. BASED ON 10 HRS OPERATION PER DAY | Lot | 1 | 632500 | 632500 | |
| 592 | SUPPLY AND INSTALLATION OF DUCTING & SHEET METAL WORK COMPLETE WITH HANGERS, BRACINGS, SPLITTER DAMPERS ETC. | |||||
| 593 | US GAUGE 26 | SFT | 2150 | 443 | 952450 | |
| 594 | US GAUGE 24 | SFT | 4750 | 541 | 2569750 | |
| 595 | US GAUGE 22 | SFT | 5500 | 627 | 3448500 | |
| 596 | US GAUGE 20 | SFT | 1865 | 684 | 1275660 | |
| 597 | US GAUGE 18 | SFT | 1475 | 696 | 1026600 | |
| 598 | SUPPLY & INSTALLATION OF 1.0" THICK FIBER GLASS BALNKET INSULATION OF DENSITY 1.0 LBS/Ft3, HAVING FACTORY APPLIED FRK FACING PROTECTED WITH 8OZ CANVAS CLOTH COMPLETE WITH ADHESIVES, SEALERS AND PROTECTIONS, COMPLETE IN ALL RESPECT. | SFT | 9500 | 293 | 2783500 | |
| 599 | SUPPLY AND & INSTALLATION OF 12 GAUGE THICK MS SHEET FLUE DUCT WITH 3" THICK ROCK WOOL INSULATION AND 26GAUGE G.I SHEET CLADDING FOR HOT WATER GENERATOR's EXHAUST OF SIZE DIA 12". | RFT | 125 | 7475 | 934375 | |
| 600 | SUPPLY & INSTALATION OF AIR DEVICES AS SPECIFIED AND SCHEDULED | |||||
| 601 | SRAD | (SUPPLY ROUND AIR DIFFUSER) DIA 12" | NO | 15 | 4928 | 73920 |
| 602 | SD | (SWIRL DIFFUSER) DIA 16" | NO | 175 | 4928 | 862400 |
| 603 | SAD | (SUPPLY AIR DIFFUSER) | SFT | 148 | 4691 | 694268 |
| 604 | RAD | (RETURN AIR DIFFUSER) | SFT | 135 | 4691 | 633285 |
| 605 | EAD | (EXHAUST AIR DIFFUSER) | SFT | 21 | 4928 | 103488 |
| 606 | EAG | (EXHAUST AIR GRILLE) | SFT | 90 | 4928 | 443520 |
| 607 | SAG | (SUPPLY AIR GRILLE) | SFT | 45 | 4806 | 216270 |
| 608 | RAG | (RETURN AIR GRILLE) | SFT | 10 | 4806 | 48060 |
| 609 | RAL | (RETURN AIR LINEAR GRILL) 3" X 2 SLOTS X 3/4" | RFT | 190 | 1890 | 359100 |
| 610 | L | (Fresh/ Exhaust) Louver | SFT | 165 | 4455 | 735075 |
| 611 | SUPPLY & INSTALLATION OF 18 GAUGE GI SHEET DAMPERS AS SPECIFIED. COMPLETE IN ALL RESPECT. | |||||
| 612 | VCD (VOLUME CONTROL DAMPER) | SFT | 125 | 5003 | 625375 | |
| 613 | FD (FIRE DAMPER) UL | SFT | 95 | 5665 | 538175 | |
| 614 | SUPPLY & INSTALLATION OF GRAVITY SHUTTER TYPE DUCT MOUNTED NON RETURN DAMPERS AS SPECIFIED. COMPLETE IN ALL RESPECT | |||||
| 615 | NRD (NON RETURN DAMPER) | SFT | 50 | 5003 | 250150 | |
| 616 | SUPPLY AND INSTALLATION OF 2" THICK WASH ABLE ALUMINUM MESH FILTERS OTHER THAN INSTALLED IN AHUS FABRICATED WITH MIN. 12 MESH LAYERS | SFT | 35 | 3553 | 124355 | |
| 617 | SUPPLY AND INSTALLATION OF GLASS FIBER SOUND LINER OF DENSITY 1.5 LBS/Ft3 COMPLETE WITH ADHESIVES & SEALERS | SFT | 1500 | 290 | 435000 | |
| 618 | FLEXIBLE DUCT CONNECTORS 3" WIDE FACTORY FABRICATED WITH COATD WOVEN FABRIC AND GI COLLARS BOTH BY MEANS OF DOUBLE LOCK SEAM ON EACH SIDE | RFT | 1225 | 508 | 622300 | |
| 619 | SUPPLY & INSTALLATION OF BLACK STEEL SEAMLESS SCHEDULED 40 PIPING & FITTINGS EXCLUDING VALVES AND STRAINERS INCLUDING HANGERS ANCHOR BOLTS FOR CHILLED WATER CIRCULATION. | |||||
| 620 | DIA 0.50 INCH | RFT | 350 | 504 | 176400 | |
| 621 | DIA 0.75 INCH | RFT | 1350 | 605 | 816750 | |
| 622 | DIA 1.00 INCH | RFT | 550 | 814 | 447700 | |
| 623 | DIA 1.25 INCH | RFT | 500 | 1008 | 504000 | |
| 624 | DIA 1.50 INCH | RFT | 475 | 1225 | 581875 | |
| 625 | DIA 2.00 INCH | RFT | 475 | 1535 | 729125 | |
| 626 | DIA 2.50 INCH | RFT | 200 | 2441 | 488200 | |
| 627 | DIA 3.00 INCH | RFT | 65 | 3139 | 204035 | |
| 628 | DIA 4.00 INCH | RFT | 290 | 4410 | 1278900 | |
| 629 | DIA 5.00 INCH | RFT | 210 | 6107 | 1282470 | |
| 630 | DIA 6.00 INCH | RFT | 125 | 7711 | 963875 | |
| 631 | DIA 8.00 INCH | RFT | 125 | 12710 | 1588750 | |
| 632 | DIA 10.00 INCH | RFT | 225 | 12788 | 2877300 | |
| 633 | DIA 12.00 INCH | RFT | 90 | 13222 | 1189980 | |
| 634 | SUPPLY & INSTALLTION OF PVC PIPING AND FITTINGS WITH 1/2" THICK JUMBOLON FOAM INSULATION AS SCHEDULED, EXCLUDING VALVES AND STRAINERS, INCLUDING HANGERS, ANCHOR BOLTS FOR CONDENSATE DRAIN WATER. | |||||
| 635 | DIA 0.75 INCH | RFT | 1125 | 250 | 281250 | |
| 636 | DIA 1.00 INCH | RFT | 650 | 297 | 193050 | |
| 637 | DIA 1.25 INCH | RFT | 345 | 385 | 132825 | |
| 638 | DIA 2.00 INCH (CT DRAIN) | RFT | 100 | 736 | 73600 | |
| 639 | SUPPLY & INSTALLATION OF ELASOMERIC/EPDM CLOSED CELL FM APPROVED FOAM TYPE INSULATION OF DENSITY 45-65 Kg/m3 AND THERMAL CONDUCTIVITY 0.035 W/M AT 24 DEG C OF CLASS-0 RATING, PROTECTED WITH FIRE RETARDENT TYPE HIGH DENSITY CLOSELY WOVEN SHINY FIBERGLASS CLOTH AS SPECIFIED BY MANUFACTURED COMPLETE WITH ADHESIVES AND SEALERS AS SPECIFIED & SCHEDULED FOR CHILLED WATER PIPING & FITTING INCLUDING VALVES, STRAINERS ETC. | |||||
| 640 | DIA 0.50 INCH | RFT | 165 | 457 | 75405 | |
| 641 | DIA 0.75 INCH | RFT | 1020 | 508 | 518160 | |
| 642 | DIA 1.00 INCH | RFT | 650 | 558 | 362700 | |
| 643 | DIA 1.25 INCH | RFT | 565 | 616 | 348040 | |
| 644 | DIA 1.50 INCH | RFT | 375 | 725 | 271875 | |
| 645 | DIA 2.00 INCH | RFT | 375 | 798 | 299250 | |
| 646 | DIA 2.50 INCH | RFT | 145 | 1088 | 157760 | |
| 647 | DIA 3.00 INCH | RFT | 68 | 1160 | 78880 | |
| 648 | DIA 4.00 INCH | RFT | 375 | 1508 | 565500 | |
| 649 | DIA 5.00 INCH | RFT | 265 | 1479 | 391935 | |
| 650 | DIA 6.00 INCH | RFT | 100 | 1668 | 166800 | |
| 651 | DIA 8.00 INCH | RFT | 45 | 2211 | 99495 | |
| 652 | SUPPLY & INSTALLATION OF 26-GAUGE G.I SHEET CLADDING OVER INSULATED CHILLED WATER PIPES & VALVES IN PLANT ROOM | SFT | 1250 | 405 | 506250 | |
| 653 | SUPPLY AND INSTALLATION OF GATE VALVES. | |||||
| 654 | DIA 0.50 INCH | NO | 20 | 4050 | 81000 | |
| 655 | DIA 0.75 INCH | NO | 65 | 5333 | 346645 | |
| 656 | DIA 1.00 INCH | NO | 15 | 7054 | 105810 | |
| 657 | DIA 1.25 INCH | NO | 8 | 10463 | 83704 | |
| 658 | DIA 2.00 INCH | NO | 10 | 23355 | 233550 | |
| 659 | SUPPLY AND INSTALLATION OF BUTTERFLY VALVES. | |||||
| 660 | DIA 2.50 INCH | NO | 8 | 25684 | 205472 | |
| 661 | DIA 3.00 INCH | NO | 2 | 28961 | 57922 | |
| 662 | DIA 4.00 INCH | NO | 1 | 36720 | 36720 | |
| 663 | DIA 5.00 INCH | NO | 5 | 50355 | 251775 | |
| 664 | DIA 6.00 INCH | NO | 6 | 57375 | 344250 | |
| 665 | DIA 8.00 INCH | NO | 1 | 60075 | 60075 | |
| 666 | DIA 10.00 INCH | NO | 2 | 66488 | 132976 | |
| 667 | DIA 12.00 INCH | NO | 1 | 76579 | 76579 | |
| 668 | SUPPLY AND INSTALLATION OF BALANCING VALVES. | |||||
| 669 | DIA 0.50 INCH | NO | 7 | 3861 | 27027 | |
| 670 | DIA 0.75 INCH | NO | 20 | 5667 | 113340 | |
| 671 | DIA 1.00 INCH | NO | 5 | 8026 | 40130 | |
| 672 | DIA 1.25 INCH | NO | 2 | 11340 | 22680 | |
| 673 | DIA 2.00 INCH | NO | 3 | 32805 | 98415 | |
| 674 | DIA 2.50 INCH | NO | 4 | 42525 | 170100 | |
| 675 | DIA 3.00 INCH | NO | 2 | 52650 | 105300 | |
| 676 | DIA 4.00 INCH | NO | 4 | 69188 | 276752 | |
| 677 | DIA 5.00 INCH | NO | 1 | 90315 | 90315 | |
| 678 | DIA 6.00 INCH | NO | 1 | 129128 | 129128 | |
| 679 | DIA 8.00 INCH | NO | 3 | 229500 | 688500 | |
| 680 | SUPPLY AND INSTALLATION OF STRAINERS. | |||||
| 681 | DIA 0.50 INCH | NO | 8 | 3173 | 25384 | |
| 682 | DIA 0.75 INCH | NO | 20 | 4566 | 91320 | |
| 683 | DIA 1.00 INCH | NO | 5 | 6413 | 32065 | |
| 684 | DIA 1.25 INCH | NO | 2 | 9477 | 18954 | |
| 685 | DIA 2.00 INCH | NO | 3 | 20250 | 60750 | |
| 686 | DIA 2.50 INCH | NO | 2 | 24030 | 48060 | |
| 687 | DIA 5.00 INCH | NO | 2 | 62775 | 125550 | |
| 688 | DIA 6.00 INCH | NO | 2 | 69930 | 139860 | |
| 689 | DIA 8.00 INCH | NO | 2 | 75938 | 151876 | |
| 690 | SUPPLY AND INSTALLATION OF CHECK VALVE | |||||
| 691 | DIA 1.00 INCH | NO | 2 | 5569 | 11138 | |
| 692 | DIA 5.00 INCH | NO | 2 | 80325 | 160650 | |
| 693 | DIA 6.00 INCH | NO | 2 | 97200 | 194400 | |
| 694 | DIA 8.00 INCH | NO | 2 | 138645 | 277290 | |
| 695 | SUPPLY AND INSTALLATION OF PIPE FLEXIBLE CONNECTORS. | |||||
| 696 | DIA 5.00 INCH | NO | 3 | 43470 | 130410 | |
| 697 | DIA 6.00 INCH | NO | 3 | 46575 | 139725 | |
| 698 | DIA 8.00 INCH | NO | 2 | 49140 | 98280 | |
| 699 | SUPPLY & INSTALLATION OF PRESSURE GAUGES COMPLETE WITH SIPHON & GAUGE COCK | NO | 22 | 11800 | 259600 | |
| 700 | SUPPLY AND INSTALLATION OF PIPE LINE THER-MOMETERS COMPLETE WITH THERMOWELLS | NO | 12 | 15255 | 183060 | |
| 701 | SUPPLY AND INSTALLATION OF DRAIN COCKS. | |||||
| 702 | DIA 0.75 INCH | NO | 50 | 5567 | 278350 | |
| 703 | DIA 1.00 INCH | NO | 1 | 7088 | 7088 | |
| 704 | SUPPLY AND INSTALLATION OF ISOLATION BALL VALVE. | |||||
| 705 | DIA 2.00 INCH | NO | 1 | 29160 | 29160 | |
| 706 | SUPPLY AND INSTALLATION OF AIR VENTS | |||||
| 707 | AUTOMATIC | NO | 9 | 12393 | 111537 | |
| 708 | SUPPLY AND INSTALLATION OF AIR PRESSURE REDUCING VALVE | |||||
| 709 | DIA 1.00 INCH | NO | 2 | 74858 | 149716 | |
| 710 | SUPPLY AND INSTALLATION OF AIR PRESSURE RELIEFE VALVE | |||||
| 711 | DIA 1.25 INCH | NO | 2 | 99765 | 199530 | |
| 712 | SUPPLY AND INSTALLATION OF GAS PRESSURE REGULATOR | NO | 1 | 101858 | 101858 | |
| 713 | SUPPLY AND INSTALLATION OF ELECTRICAL WORKS AS SPECIFIED AND AS SHOWN ON DRAWINGS | |||||
| 714 | a) | SUPPLY & INSTALLATION OF ELECTRICAL PANELS | ||||
| 715 | MCC-1 | NO | 1 | 1674750 | 1674750 | |
| 716 | MCC-2 | NO | 1 | 1558750 | 1558750 | |
| 717 | ACP-1 | NO | 1 | 144275 | 144275 | |
| 718 | ACP-2 | NO | 1 | 152250 | 152250 | |
| 719 | ACP-3 | NO | 1 | 144275 | 144275 | |
| 720 | ACP-4 | NO | 1 | 171100 | 171100 | |
| 721 | ACP-5 | NO | 1 | 323350 | 323350 | |
| 722 | ACP-6 | NO | 1 | 144710 | 144710 | |
| 723 | ACP-7 | NO | 1 | 141230 | 141230 | |
| 724 | ACP-8 | NO | 1 | 161675 | 161675 | |
| 725 | ACP-9 | NO | 1 | 138475 | 138475 | |
| 726 | ACP-10 | NO | 1 | 93235 | 93235 | |
| 727 | SUPPLY & INSTALLTAION OF POWER CABLES FROM ATS (AUTO TRANSFER SOURCE) PANEL IN "ELECTRICAL PANEL ROOM" AT BASEMENT-2 TO MCC-1 & MCC-2 IN HVAC PLANT ROOM, COMPLETE WITH G.I TRUCNH, HANGING, LUGS, GLANDS, ACCESSORIES & TERMINATIONS, COMPLETE IN ALL RESPECT. | |||||
| 728 | 300 mm² - 3 Core | RFT | 850 | 12071 | 10260350 | |
| 729 | 120 mm² - 1 Core | RFT | 850 | 1740 | 1479000 | |
| 730 | 70 mm² - 1 Core | RFT | 450 | 1037 | 466650 | |
| 731 | SUPPLY & INSTALLATION OF TRUNKING OF G.I SHEET (US GAUGE-16) FOR MAIN POWER CABLES FROM ATS TO MCC-1 & MCC-2 WITH HANGING ARRANGEMENT, COMPLETE IN ALL RESPECT. | |||||
| 732 | 18" X 3" | RFT | 245 | 2163 | 529935 | |
| 733 | INSTALLATION OF BMS TEMPERATURE & AUTOCONTROL WITH CONTROL VALVES (2-WAY), ACTUATORS, SENSORS AND CONTROLERS FOR AHUs SHOWN ON DRAWING COMPLETE WITH CONDUITING AND WIRING. | NO | 3 | 195025 | 585075 | |
| 734 | INSTALLATION OF BMS TEMPERATURE & AUTOCONTROL FOR HVAC PLANT ROOM AND COOLING TOWERS, COMPLETE WITH MOTORIZED VALVES, ACTUATORS, SENSORS, CONTROLER, SOFTWARE (LIFETIME LICENCED), COMPUTER & PRINTER INCLUDING SUPERVISORY CONTROL, AS SHOWN ON DRAWING. | NO | 1 | 1312250 | 1312250 | |
| 735 | INSTALLATION OF BMS TEMPERATURE & AUTOCONTROL WITH SENSORS AND CONTROLERS FOR DSAC's SHOWN ON DRAWING. | NO | 2 | 232435 | 464870 | |
| 736 | INSTALLATION OF BMS CONTROL FOR PARKING VENTILATION FANS AT BASEMENTS WITH CARBON MONOXIDE (CO) SENSORS AS SHOWN ON DRAWING, COMPLETE WITH CONDUITING AND WIRING. | LOT | 1 | 703250 | 703250 | |
| 737 | PERFORMANCE TEST OF ONE CHILLER AND PRESHIPMENT INSPECTION OF ALL AHUs AT MANUFACTURER FACILITIES IN THE PRESENCE OF EMPLOYER, CONSULTANT, CONTRACTOR & MANUFACTURER, AS SPECIFIED IN TECHNICAL SPECIFICATIONS CLAUSE NO. 41 | JOB | 1 | 1250000 | 1250000 | |
| 738 | NOTE: PERFORMANCE TEST OF CHILLER SHALL BE CONDUCTED AT 100% LOAD AND CONDITIONS SPECIFIED IN EQUIPMENT SCHEDULE, REPORTS SHALL BE SUBMITTED DIRECTLY BY MANUFACTURER. | |||||
| 739 | OPERATION & MAINTENANCE FOR 1 YEAR PERIOD AFTER ISSUENCE OF SUBSTANTIAL COMPLETION CERTIFICATE, AS SPECIFIED IN TECHNICAL SPECIFICATIONS CLAUSE NO. 39 | LOT | 1 | 9000000 | 9000000 | |
| 740 | PAINTING & EQUIPMENT IDENTIFICATION | LOT | 1 | 1125000 | 1125000 | |
| 741 | INSPECTION, TESTING COMMISSION AND AIR/WATER BALANCING | LOT | 1 | 1875000 | 1875000 | |
| 742 | SHOP AND AS-BUILT DRAWINGS | LOT | 1 | 1250000 | 1250000 | |
| 743 | CIVIL WORKS RELATED HVAC EQUIPMENT FOUNDATIONS CUTTING OF WALLS/SLAB, PATCHING, PLASTERING & FINISHING AND COORDINATION WITH OTHERS. | LOT | 1 | 3500000 | 3500000 | |
| 744 | Excavation or cutting of earth to required gradient for Horticulture and land scarping in any kinds of soil and disposal of surplus excavated stuff outside the limit as per drawing and instructions of the Engineer In-charge. | Sqm | 500 | 175 | 87500 | |
| 745 | Supply, stacking and dressing of approved garden soil (sweet earth) from approved source free from salt, pebbles and grass roots etc including all leads &lifts, complete in all respects as per drawings and instructions of the Engineer In-charge. | Cum | 150 | 1155 | 173250 | |
| 746 | Supply, stacking and spreading of approved cowding manure from approved source free from pebbles and grass roots etc including all leads &lifts, complete in all respects as per drawings and instructions of the Engineer In-charge. | Sqm | 1000 | 165 | 165000 | |
| 747 | Supply of american grass including all leads an lifts and grassing fine by dibbling grass roots including watering, weeding till such time the grass is set and becomes green and is fit for removing complete in all respects as per drawings and instructions of the Engineer In-charge. | Sqm | 850 | 390 | 331500 | |
| 748 | Supply of approved INDOOR PLANTS including clay pot ,all leads an lifts etc complete in all respects and instructions of the Engineer In-charge. | Each | 100 | 5500 | 550000 | |
| 749 | Providing & Planting a Tree incl preparing a Tree Pit (size 900mm. X 900 mm. X 900mm.) by excavation, termite treatment in form of 20ml of any approved anti termite per plant on the walls & base of the pit,filling the pit with compost (ratio 1 manure : 3 sweet earth: 1 sand by volume) , transportation and mixing of soil improvement nutrients as required in all pits , DAP, Urea, etc. as per good horticultural practices, flooding with water at least 20 ltr. Per plant , dressing ,removal of rubbish & surplus earth if any with all leads & lifts, all locations specified. Maintenance of plants for a period of 24 months, replacement of any dead & sickly plants in this period, spraying of insecticides as requiredand complete in all respects as per botanical name, drawings and instructions of the Engineer In-charge. | |||||
| 750 | a) Fruit plants as required | Each | 30 | 2500 | 75000 | |
| 751 | b) Miscellaneous Trees | Each | 30 | 2500 | 75000 | |
| 752 | c) Lawn trees/ plants | Each | 30 | 2500 | 75000 | |
| 753 | d) Permanent flower plants | Each | 100 | 2500 | 250000 | |
| 754 | Providing & planting a Shrub incl preparing a Shrub Pit (size 450mm. X 450 mm. X 450mm.) by excavation, termite treatment in form of 15 ml of any approved anti termite per plant on the walls & base of the pit, filling the pit with compost. (ratio 1 manure : 3 sweet earth : 1 sand by volume) , DAP, Urea, transportation and mixing of soil as required in all pits, flooding with water at least 15 ltr. Per plant , dressing , removal of rubbish & surplus earth if any with all leads & lifts, planting in full and final location specified, maintenance of plants for a period of 24 months, replacement of any dead & sickly plants in this period, spraying of insecticides as required, as per botanical name & specification mentioned hereunder, complete in all respects as per drawings and instructions of the Engineer In-charge. | |||||
| 755 | a) Rangoon Creeper Double | Each | 30 | 2500 | 75000 | |
| 756 | b) Golden Shower | Each | 30 | 2500 | 75000 | |
| 757 | c) Sinacio | Each | 30 | 2500 | 75000 | |
| GRAND TOTAL: | Rs 1,846,842,456.83 |
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] |
Red Book:
© FIDIC 2017. All rights reserved.
The Conditions of Contract are the “General Conditions” which form part of the “Conditions of Contract for Construction for Building and Engineering Works Designed by the Employer (“Red book”) Second edition 2017” published by the Federation Internationale Des Ingenieurs – Conseils (FIDIC) and the following “Particular Conditions” which shall complement the General Conditions of the Contract.
The successful Bidder, upon contract award, shall be required to furnish two (02) copies of aforementioned “General Conditions” for incorporation in the Works Contract.
International Federation of Consulting Engineers (FIDIC) FIDIC
Bookshop – Box- 311 – CH – 1215 Geneva 15, Switzerland
Fax: +41 22 799 49 054
Telephone: +41 22 568 0500
E-mail: fidic@fidic.org
Website: www.fidic.org
FIDIC code: ISBN13: 978-2-88432-084-9
Particular Conditions
(Mandatory Provisions not to be amended/substituted)
The Particular Conditions (PCC) complement the General Conditions (GCC) to specify dates, contractual requirements, and special circumstances related to the Works. The PCC consists of two parts, Part A - Contract Data and Part B - Special Provisions. The provisions to be found in the Special Provisions (Particular Conditions - Part B) take precedence over the equivalent provisions found under the same Sub-Clause number(s) in the General Conditions, and the provisions of the Contract Data (Particular Conditions - Part A) take precedence over the Special Provisions (Particular Conditions - Part B).
Sub-Clause 1.1.27
Defects Notification Period (DNP): 365 Days
Sub-Clause 1.1.31
Employer's name & address: Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, P&C Wing, CDA.
Sub-Clause 1.1.35
Engineer's name & address: Concerned Member
Block Number IV CDA Secretariate G-7/4 Islamabad
Sub-Clause 1.1.84
Time for Completion: 735 days for whole of the works
Sub-Clause 1.3 (a)(ii)
Agreed method of electronic transmission: Agreed
The Electronic Transmission Methods are Epads version 2.0
Sub-Clause 1.3 (d)
Address of Empoyer for Communications: Office # 26, 1st Floor, Block-III, P&C Wing, CDA.
Address of Engineer for Communications:
Block Number IV CDA Secretariate G-7/4 Islamabad
Sub-Clause 1.4
Contract shall be governed by the law of: Islamic Republic of Pakistan
Ruling language: English
Language for communications: English
Sub-Clause 2.1
After receiving the Letter of Acceptance, the Contractor shall be given right of access to all or part of the Site within: 14 days after Commencement Date
Sub-Clause 2.4
Employer’s financial arrangements:
PSDP
Sub-Clause 3.2 (e)(ii)
Engineer’s Duties and Authority: Variation resulting in an increase of the Accepted Contract Amount in excess ofone percent (1%)subject to accumulative Variations not exceeding five percent (5%)of the Accepted Contract Amount
Sub-Clause 4.2
Performance Security (as percentage of the Accepted Contract Amount in Currencies): 10.00%
Form of Performance Guarantee: Bank Guarantee
Sub-Clause 4.2.1
List of Insurance Companies:
Only NICL
Sub-Clause 4.7.2
period for notification of errors in the items of reference: Twenty Eight (28) days
Sub-Clause 4.19
Period of payment for temporary utilities: Each Month
Sub-Clause 5.1 (a)
Maximum allowable accumulated value of work subcontracted (as a percentage of the Accepted Contract Amount): Nil %
Sub-Clause 5.1 (b)
Parts of the Works for which subcontracting is not permitted: Nil
Sub-Clause 6.5
Normal working hours on the Site: 8
Sub-Clause 8.3
Number of additional paper copies of programmes: 3
Sub-Clause 8.8 & 14.15(b)
Delay Damages payable for each day of delay 0.10% of the Accepted Contract Amountfor delay in completion of whole of the Works
Sub-Clause 8.8
Maximum amount of Delay Damages 10.00 % of the Accepted Contract Amount
Sub-Clause 8.14
Applicability of Incentives for Early Completion No
Sub-Clause 12.3
Percentage profit (Not more than 10%): Nil
Sub-Clause 13.4.(b)(ii)
Percentage rate to be applied to Provisional Sums for overhead charges and profit: Twenty Five percent (25%)
Sub-Clause 14.2
Total Advance Payment: Fifteen percent (15%) of the Accepted Contract Amount excluding Provisional Sums payable in the currencies and proportions in which the Accepted Contract Amount is payable
Sub-Clause 14.2.1
Advance Payment Insurance Allowed
only bank guarantee duly issue from schedules bank of pakistan
Sub-Clause 14.2.3
Percentage deductions for the repayment of the Advance Payment: Deduction shall be made at the amortization rate of 17.5 % of the value of the Works executed of each IPC as provided in paragraph (i) of Sub-Clause GCC 14.3, starting from 2nd IPC provided that the advance payment shall be completely repaid prior to the time when 90% of the Accepted Contract Amount less Provisional Sums has been certified for payment. It may be more than 17.5% in the last instalment to ensure full repayment.
Sub-Clause 14.3
Period of payment One Month
Sub-Clause 14.3(b)
Number of additional paper copies of Statements: 3
Sub-Clause 14.3 (iii)
Percentage of retention: Seven percent (7%)
Sub-Clause 14.3 (iii)
Limit of Retention Money (as a percentage of the Accepted Contract Amount): Five percent (5%)
Sub-Clause 14.5(b)(i)
Plant and Materials for payment when shipped: Plant and Materials under Bill of “Imported Plant and Materials”
Not applicable
Sub-Clause 14.5(c)(i)
Plant and Materials for payment when delivered to the Site: Plant and Non Perishable Materials
Not applicable
Sub-Clause 14.6.2
Minimum amount of Interim Payment Certificate (IPC): Yes
The Minimum Amount IPC is 15000000
[Employer to give value not exceeding one fifth of the average expected value of Interim Payment Certificate]
Sub-Clause 14.7(a)
Period of payment of Advance Payment to the Contractor: 14 days
Sub-Clause 14.7b(i)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.6: 28 days
Sub-Clause 14.7b(ii)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.13 (Final Payment): 28 days
Sub-Clause 14.7(c)
Period for the Employer to make final payment to the Contractor: 56 days
Sub-Clause 14.8
Financing charges for delayed payment Local Currency (PKR):
6-Month KIBOR (Offer) +3% per annum.
Foreign Currency:
USD
6-Month SOFR (Secured Overnight Financing Rate for USD) +1% per annum.
EURO
6-Month EURIBOR (EURO Interbank Offered Rate for EURO) +1% per annum.
Others
Appropriate rates +1% (for other foreign currencies, Ref. Schedule-A, A-4 to Bid).
Sub-Clause 14.11.1(b)
Number of additional paper copies of draft Final Statements: 3
[insert number of copies say six (06)]
Sub-Clause 14.15
Currencies of payment of Contract Price: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(a)(i)
Proportions or amounts of Local and Foreign currencies: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(c)
Currencies and proportions for payment of Delay Damages: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(f)
rates of exchange: as stated in the Table IV of Schedule A (If Given)
Sub-Clause 17.2(d)
Forces of nature, the risks of which are allocated to the Contractor: Nil
Sub-Clause 19.1
Permitted deductible limits:
i) insurance required for the Works: Ten percent (10%) of loss amount on each & every loss
ii) insurance required for Goods: Nil
iii) insurance required for liability for breach of professional duty: Nil
iv) insurance required against liability for fitness for purpose (if any is required): Nil
v) insurance required for injury to persons and damage to property: Nil
vi) insurance required for injury to employees: Nil
vii) other insurances required by Laws and by local practice : Nil
Periods for submission of insurance:
a) evidence of insurance: Not later than the Commencement Date
b) relevant policies: Within twenty eight (28) day from the Commencement Date
Sub-Clause 19.2.1(b)
Additional amount to be insured (as a percentage of the replacement value): 15% of the replacement value (Accepted Contract Amount)
Sub-Clause 19.2.2
Extent of insurance required for Goods: From Ex-Works (i.e., works, factory, warehouse, etc) to delivery at the Site
Amount of insurance required for Goods: Full replacement value
Sub-Clause 19.2.3(a)
Amount of insurance required for liability for breach of professional duty: Full replacement value of the Works to be designed by the Contractor
Sub-Clause 19.2.3(b)
Insurance required against liability for fitness for purpose: Yes
Sub-Clause 19.2.3
Period of insurance required for liability for breach of professional duty: Until the date of issuance of Performance Certificate
Sub-Clause 19.2.4
Amount of insurance required for injury to persons and damage to property: Injury to person and Fatal case:
in accordance with Workmen Compensation Act
Damage to Property: The Amount of Insurance Required for Person Injury is 2000000
The Amount of Insurance Required for Damage to Property is 5000000 as per his assessment of the adjoining property(ies) other than the Works]
without limit to the number of incidents
Sub-Clause 19.2.6
Other insurances required by Laws and by local practice: All insurances as applicable, to the extent of execution of the project, under Federal and Provincial laws of Islamic Republic of Pakistan
Sub-Clause 21.1
Time for appointment of the DAAB: Within 28 days from the Commencement Date.
In case the Accepted Contract Amount is lesser than PKR one (01) billion, appointment of the DAAB shall be made when Dispute arises between the Parties.
Sub-Clause 21.1
The DAAB shall comprise 3
[insert either “a sole Member” or “Three Members”]
[For a Contract estimated to cost above PKR 2.5billion, the DAAB shall comprise of three members. For a Contract estimated to cost between PKR1billion and PKR2.5billion, the DAAB may comprise of three members or a sole member. For a Contract estimated to cost less than PKR1billion, a sole member is recommended.]
Sub-Clause 21.1
List of proposed members of DAAB
- proposed by Employer
Dr. Shahid Mehmood
Sub-Clause 21.2
Appointing entity (official) for DAAB members Managing Director Public Procurement Regulatory Authority (PPRA) or Chairman Pakistan Engineering Council (PEC) from the list of PEC approved arbitrators published at its website
Sub-Clause 21.6
Rules of Arbitration: PEC Rules of Conciliation and Arbitration or Pakistan Arbitration Act of 1940, if the former is inactive.
The place of Arbitration shall be in the Employer’s country: Islamabad , Pakistan
[Insert name of city]
PartB - Special Provisions
1.1 Definitions
1.1.76 “Specification”
Following is added at the end:
“and consists of two parts i.e.,
i) “Part A - Specific Provisions”; and
ii) “Part B - Technical Provisions”.”
1.2 Interpretation
“and” is deleted from the end of sub-paragraph (i) and added at the end of sub-paragraph (j).
Sub-paragraph (k) is added:
“(k) The word “tender” is synonymous with “bid” the word tenderer with “bidder”, the words “tender documents” with “bidding documents” and “Schedule of Prices” with “Bill of Quantities”, as applicable.”
1.5 Priority of Documents The documents listed at (a) through (k) of this Sub-Clause are deleted and substituted with the following:
(a) the Contract Agreement;
(b) the Letter of Acceptance;
(c) the Letter of Bid;
(d) the Particular Conditions Part A - Contract Data;
(e) the Particular Conditions Part B - SpecialProvisions;
(f) the General Conditions;
(g) the Specification Part A - SpecificProvisions;
(h) the Specification Part B- Technical Provisions;
(i) the Drawings;
(j) the completed Schedules to Bid includingBillof Quantities;
(k) the JV Undertaking (if the Contractor is a JV); and
(l) any other documents forming part of the Contract.
The addenda/corrigenda, if any, shall be deemed to have been incorporated at the appropriate places in the documents forming the Contract.
1.6 Contract Agreement
In the last line of the 1st paragraph the text “shall be borne by the Employer” is substituted by “shall be reimbursed by the Employer to the Contractor”.
3.1 The Engineer
In sub-paragraph (a) the text “as defined in the Pakistan Engineering Council Act, 1975 (Act No.V of 1976)” are added after the words “professional engineer”.
3.2 Engineer’s Duties and Authority
The Engineer shall obtain the consent in writing of the Employer before taking action under the following Sub-Clauses of these Conditions:
(a) Consenting to the subcontracting of any part of the Works under Sub-Clause 5.1 [Subcontractors]
(b) Any action under Sub-Clauses 8.9 [Employer’s Suspension] and 8.12 [Prolonged Suspension]
(c) Issuance of “Taking Over Certificate” under Sub-Clause 10.1 [Taking Over the Works and Sections].
(d) Issuing the “Performance Certificate” under Sub-Clause 11.9 [Performance Certificate].
(e) Sub-Clause 13.1 [Right to Vary]: instructing a Variation, except;
(i) in an emergency situation as determined by the Engineer, or
(ii) if such a Variation would increase the Accepted Contract Amount by less than the percentage specified in the Contract Data.
(f) Sub-Clause 13.3 [Variation Procedure]: approving a proposal for Variation submitted by the Contractor in accordance with Sub-Clause 13.3.2 [Variation by Request for Proposal] or 13.2 [Value Engineering].
(g) Certifying release of second half of the Retention Money under Sub-Clause 14.9 [Release of Retention Money].
(h) Issuing Final Payment Certificate under Sub-Clause 14.13 [Issue of FPC].
(i)
Determination
4.2 Performance Security
4.2.1 Contractor’s Obligations
The entity issuing the Performance Security and its form shall be as under:
The Performance Security shall be, at the option of the Contractor,issuedin the prescribed form included in the Bidding Documents,by(a) a Scheduled Bank in Pakistan or (b) a foreign bank duly counter-guaranteed by a Scheduled Bank in Pakistan or (c)an Insurance Companylisted in the Contract Data and rated by PACRA/VIS ofratingas provided in Table below:
Accepted Contract Amount (In Eq. PKR million) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
In case of Joint Venture, the Performance Security shall be in the name of the Joint Venture or in the name of Lead/either firm of the JV or in ratio of shares of the individual JV partners.
Following paragraph is added at the end of this Sub-Clause:
“The amount of Performance Security shall be reducedto 50%following issue of the Taking-Over Certificate for the whole of the Works under Clause 10 of Conditions of Contract.”
4.3 Contractor’s Representative
In second paragraphthe text “professional engineer as defined in the Pakistan Engineering Council Act, 1975 (Act No. V of 1976) (having temporary licence in case of foreign engineer under Section 12 of the Pakistan Engineering Council Act, 1975 (Act No. V of 1976)” are added after the words “qualified, experienced”.
In the 3rd paragraph the words “28 days” are substituted by “14 days”. In 2nd line of 4thparagraph the text “or appoint a replacement” is substituted by “except appointment of a suitable temporary replacement is deployed at the Site”
4.4 Contractor’s Documents
4.4.2 As-Built Records
First paragraph is deleted and the text in the last paragraph is substituted with the following:
“The Contractor shall furnish to the Engineer 6 copies, one reproducible and one electronic copy(provided the Engineer has made available to the Contractor editable form of the Drawings)of all Drawings amended to conform to the Works as built.In case the Engineer does not make available to the Contractor editable form of the Drawings, the Contractor shall furnish to the Engineer as-built data for incorporation in the Drawings. Upon receipt of PDF versions of the as-built drawings prepared by the Engineer, the Contractor shall furnish to the Engineer 6copies and one reproducible of these Drawings.
The price of such Drawings shall be deemed to be included in the Contract Price.”
Following Sub-Clause is added:
4.4.4 ShopDrawings
The Contractor shall submit to the Engineer for review 3 copies of all shop and erection drawings applicable to this Contract as per provision of relevant Sub-Clause of the Contract.
Review and approval by the Engineer shall not exceed 21 days and be construed as a complete check but will indicate only that the general method of construction and detailing is satisfactory and the Engineer’s review or approval shall not relieve the Contractor of any of his responsibilities under the Contract.
4.8 Health and Safety Obligations
The following text is added at the end ofthis Sub-Clause:
In the event of work being carried out outside the normal working hours and in the event of work being carried out at night, the Contractor shall at his own cost, provide and maintain such good and sufficient light as will enable the work to proceed satisfactorily and without danger. The approaches to the Site and the Works where the night work is being carried out shall be sufficiently lighted. All arrangement adopted for such lighting shall be to the satisfaction of the Engineer.
4.20 Progress Reports
At the end of sub-paragraph (g) the word “and” is deleted and at the end of sub-paragraph (h) the full stop (.) is replaced with “;”, and the following new sub-paragraphs are added as:
(i) planned programme for the execution of the Works for next 56 days to enable the Engineer to determine its programme of inspection and testing;
(j) monthly summery of daily job record indicating weather conditions, deployment of Contractor’s Equipment, labour employment, local material procurement and material import, if any; and
(k) salient contractual and project information.
5.1 Subcontractors
Add the following text at the end of paragraph (ii):
“underSchedule to Bid”
The following is added at the end of the last paragraph of Sub-Clause 5.1:
“All subcontracts relating to the Works shall include provisions which entitle the Employer to require the subcontract to be assigned to the Employer under sub-paragraph (a) of Sub-Clause 15.2.3 [After Termination].
The Contractor shall give reasonable opportunity to contractors from Islamic Republic of Pakistan for subcontracts for the Works, and endeavour to employ such contractors as Subcontractors.”
5.2 Nominated Subcontractors
5.2.2 Objection to Nomination
In sub-paragraph (c), “and” is deleted from the end of (i);
“.” at the end of (ii) is replaced with: “, and”.
The following is then added as (iii):
“(iii) be paid only if and when the Contractor has received from the Employer payments for sums due under the Subcontract referred to under Sub-Clause 5.2.3 [Payment to nominated Subcontractors].”
6.1 Engagement of Staff and Labour
The following paragraph is added at the end of the Sub-Clause:
“The Contractor shall, to the extent practicable and reasonable, employ staff (not less than 50%) and labour (not less than 85%) with appropriate qualifications and experience from sources within the Islamic Republic of Pakistan.”
6.7 Health and Safety of Personnel
The existing text is substituted with the following:
“In order to provide for the safety, health and welfare of persons, and for prevention of damage of any kind, all operations for the purposes of or in connection with the Contract shall be carried out in compliance with the Safety Requirements of the Government of Pakistan with such modifications thereto as the Engineer may authorize or direct and the Contractor shall take or cause to be taken such further measures and comply with such further requirements as the Engineer may determine to be reasonably necessary for such purpose. The Contractor shall also provide all other medical services and appoint a health and safety officer at Site if stated in the Specifications. In case of any fatality or serious accident, the Contractor shall, in addition, notify the Engineer immediately by the quickest available means.”
6.8 Contractor’s Superintendence
Insert at the end of sub-paragraph (a) of this Sub-Clause:
"or, if not, the Contractor shall make competent interpreters available during all working hours, in a number sufficient for those persons to properly perform their superintendence duties"
The following text is added at the end of this Sub-Clause:
“The Contractor’s authorized representative and his other engineers working at site shall possess valid registration with the Pakistan Engineering Council.
The Contractor’s authorized representative at Site shall be authorized to exercise adequate administrative and financial powers on behalf of the Contractor so as to achieve completion of the Works as per the Contract.”
6.12 Key Personnel
The following is inserted at the end of the last paragraph:
“If any of the Key Personnel are not fluent in this language, the Contractor shall make competent interpreters available during all working hours in a number deemed sufficient by the Engineer.”
The following Sub-Clauses 6.13 to 6.26 are added at the end of Sub-Clause 6.12:
6.13 Foreign Personnel
The Contractor may bring in to the Country any foreign personnel who are necessary for the execution of the Works to the extent allowed by the applicable Laws. The Contractor shall ensure that these personnel are provided with the required residence visas and work permits. The Employer will, if requested by the Contractor, use all reasonable endeavours in a timely and expeditious manner to assist the Contractor in obtaining any local, state, national, or government permission required for bringing in the Contractor’s personnel.
The Contractor shall be responsible for the return of these personnel to the place where they were recruited or to their domicile. In the event of the death in the Country of any of these personnel or members of their families, the Contractor shall similarly be responsible for making the appropriate arrangements for their return or burial.
6.14 Supply of Foodstuffs
The Contractor shall arrange for the provision of a sufficient supply of suitable food as may be stated in the Specification at reasonable prices for the Contractor’s Personnel for the purposes of or in connection with the Contract.
6.15 Supply of Water
The Contractor shall, having regard to local conditions, provide on the Site an adequate supply of drinking and other water for the use of the Contractor’s Personnel.
6.16 Measures against Insect and Pest Nuisance
The Contractor shall at all times take the necessary precautions to protect the Contractor’s Personnel employed on the Site from insect and pest nuisance, and to reduce the danger to their health. The Contractor shall comply with all the regulations of the local health authorities, including use of appropriate insecticide.
6.17 Alcoholic Liquor or Drugs
The Contractor shall not, otherwise than in accordance with the Laws of the Country, import, sell, give, barter or otherwise dispose of any alcoholic liquor or drugs, or permit or allow importation, sale, gift, barter or disposal thereto by Contractor’s Personnel.
6.18 Arms and Ammunition
The Contractor shall not give, barter, or otherwise dispose of, to any person, any arms or ammunition of any kind, or allow Contractor’s Personnel to do so.
6.19 Festivals and Religious Customs
The Contractor shall respect the Country’s recognized festivals, days of rest and religious or other customs.
6.20 Funeral Arrangements
The Contractor shall be responsible, to the extent required by local regulations, for making any funeral arrangements for any of its local employees who may die while engaged upon the Works.
6.21 Forced Labour
The Contractor, including its Subcontractors, shall not employ or engage forced labour which consists of any work or service, not voluntarily performed, that is exacted from an individual under threat of force or penalty, and includes any kind of involuntary or compulsory labour, such as indentured labour, bonded labour or similar labour-contracting arrangements.
6.22 Child Labour
The Contractor, including its Subcontractors, shall not employ or engage child labour in accordance with relevant law(s) in force in Islamic Republic of Pakistan.
6.23 Employment Records of Workers
The Contractor shall keep complete and accurate records of the employment of labour at the Site. The records shall include the names, ages, genders, hours worked and wages paid to all workers. These records shall be summarized on a monthly basis and submitted to the Engineer. These records shall be included in the details to be submitted by the Contractor under Sub-Clause 6.10 [Contractor’s Records].
6.24 Workers’ Organizations
The Contractor shall comply with the relevant labour laws of Pakistan which recognize workers’ rights to form and to join workers’ organizations/Trade Union of their choosing and to bargain collectively without interference.
6.25 Non-Discrimination and Equal Opportunity
The Contractor shall not make decisions relating to the employment or treatment of Contractor’s Personnel on the basis of personal characteristics unrelated to inherent job requirements. The Contractor shall base the employment of Contractor’s Personnel on the principle of equal opportunity and fair treatment, and shall not discriminate with respect to any aspects of the employment relationship, including recruitment and hiring, compensation (including wages and benefits), working conditions and terms of employment, access to training, job assignment, promotion, termination of employment or retirement, and disciplinary practices.
Special measures of protection or assistance to remedy past discrimination or selection for a particular job based on the inherent requirements of the job shall not be deemed discrimination. The Contractor shall provide protection and assistance as necessary to ensure nondiscrimination and equal opportunity, including for specific groups such as women, persons with disabilities, migrant workers and children (of working age in accordance with Sub-Clause 6.22).
6.26 Epidemics
In the event of any out-break of illness of epidemic nature, the Contractor shall comply with and carry out such regulations, orders and requirements as may be made by the Government or the local medical or sanitary authorities for the purpose of overcoming the same.
7.7 Ownership of Plant and Materials
The following is added before the first paragraph:
“Except as otherwise provided in the Contract,”
The following is added at the end of the Sub-Clause:
"No Plant and/or Materials that is the property of the Employer shallbe removed from the Site. If it becomes necessary to:
(i) remove any item of such Plant from the Site for the purposesof repair, the Contractor shall give a Notice, with reasons, tothe Engineer requesting consent to remove the defective ordamaged item off the Site. This Notice shall clearly identifythe item of defective or damaged Plant, and shall give detailsof: the defect or damage to be repaired; the place to whichdefective or damaged item of Plant is to be taken for repair;the transportation to be used (and insurance cover for suchtransportation); the proposed inspections and testing off theSite; and the planned duration required before the repaireditem of Plant shall be returned to the Site. The Contractorshall also provide any further details that the Employer mayreasonably require; or
(ii) replace any item(s) of such Plant and/or Materials, theContractor shall give a Notice, with reasons, to the Engineerclearly identifying the item(s) of Plant and/or Materials to bereplaced, and giving details of the due date of delivery tothe Site of the replacement item(s).
Where any item of Plant and/or Materials has become the propertyof the Employer under this Sub-Clause before it has been deliveredto the Site, the Contractor shall ensure that such an item is notmoved except for its delivery to the Site.
The Contractor shall indemnify and hold the Employer harmlessagainst and from the consequences of any defect in title orencumbrance or charge (except any reasonable restrictionarising from the intellectual property rights of the manufacturer orproducer) on any item of Plant and/or Materials that has becomethe property of the Employer under this Sub-Clause."
The following Sub-Clause7.9 is added after Sub Clause 7.8:
7.9 Use of Pakistani Materials and Services
The Contractor shall, so far as may be consistent with the Contract, make the maximum use of materials, supplies, plant and equipment indigenous to or produced or fabricated in Pakistan and services available in Pakistan provided such materials, supplies, plant, equipment and services shall be of required standard.
8.1 Commencement of Works
The following is added before the first paragraph:
“After signing of the Contract Agreement by both Parties,” and thereafter the word “The” is replaced with the word “the”.
8.5 Extension of Time for Completion
The following is added after paragraph (c):
“for last five years”.
The following Sub-Clause 8.14 is added after Sub-Clause 8.13:
8.14 Incentives For Early Completion
If Contract Data does not state applicability of incentives for early completion, this Sub-Clause shall not apply.
The Contractor shall be entitled subject to Sub-Clause 20.2 [Claims for Payment and/or EOT] to bonus payment if the Works and/or each Section is completed earlier than the Time for Completion for the Works or Section (as the case may be). The amount of bonus for early completion of the Works and/or each Section shall be upto a limit and at a rate to 50% of the relevant limit and rate of delay damages prescribed in Contract Data and shall be paid for every day which shall elapse between the relevant Date of Completion of the Works or Section and the relevant Time for Completion.
For the purposes of calculating any bonus payment, the applicableTime for Completion stated in the Contract Data is fixed and noadjustments of this time by reason of granting an EOT will beallowed.
The following Sub-Clause 11.12 is added after Sub-Clause 11.11:
11.12 Supervisory Assistance During DNP
If provided under the Schedule of Prices, the Contractor shall provide supervisory assistance to the Employer during the DNP for the Works. Such supervisory assistance shall be as described in the Specification for the purpose of supporting the Employer's operation and maintenance of the Plant for the period specified in the Schedule of Prices after the Date of Completion.
12.2 Method of Measurement
The following paragraph is added at the end of the Sub-Clause:
“Summary of measured quantity for payment shall be delineated item-wise under four headsnamely; “Schedule of Prices Quantity”, “Quantity Executed To-date”, “Quantity Certified Previously” and “Net Quantity Executed under this Certificate”.
12.3 Valuation of the Works
The following text is added at the end of fifth paragraph of the Sub-Clause:
“Sum of overhead charges and profit for sub-paragraph (a) shall be Twenty Five percent (25%)”.
13.4 Provisional Sums
The following paragraph is inserted as the penultimate paragraph:
“The Provisional Sum shall be used to cover the Employer’s share of the DAAB members’ fees and expenses, in accordance with Clause 21. No prior instruction of the Engineer shall be required with respect to the work of the DAAB. The Contractor shall submit the DAAB members’ invoices and the satisfactory evidence of having paid 100% of such invoices as part of the substantiation of those Statements submitted under Sub-Clause 14.3.
13.6 Adjustments for Changes in Laws
The following paragraphsare added at the end of the Sub-Clause:
“Notwithstanding the foregoing, the Contractor shall not be entitled to an extension of time if the relevant delay has already been taken into account in the determination of a previous extension of time and such Cost shall not be separately paid if the same shall already have been taken into account in the indexing of any inputs to the Table of Adjustment Data in accordance with the provisions of Sub-Clause 13.7 [Adjustments for Changes in Cost].”
14.1 The Contract Price
The following is added at the end of the Sub-Clause:
“Notwithstanding the provisions of subparagraph (b), Contractor's Equipment, including essential spare parts, imported by the Contractor for the sole purpose of executing the Contract shall be temporarily exempt from the payment of import duties and taxes upon initial importation, provided the Contractor shall post with the customs authorities at the port of entry an approved re-export bond or bank guarantee, valid until the Time for Completion plus six months, in an amount equal to the full import duties and taxes which would be payable on the assessed imported value of such Contractor's Equipment and spare parts, and callable in the event the Contractor's Equipment is not re-exported from the Country on completion of the Contract. A copy of the bond or bank guarantee endorsed by the customs authorities shall be provided by the Contractor to the Employer upon the importation of individual items of Contractor's Equipment and spare parts. Upon re-export of individual items of Contractor's Equipment or spare parts, or upon the completion of the Contract, the Contractor shall prepare, for approval by the customs authorities, an assessment of the residual value of the Contractor's Equipment and spare part to be re-exported, based on the depreciation scale(s) and other criteria used by the customs authorities for such purposes under the provisions of the applicable Laws. Import duties and taxes shall be due and payable to the customs authorities by the Contractor on (a) the difference between the initial imported value and the residual value of the Contractor's Equipment and spare parts to re-exported; and (b) on the initial imported value of the Contractor's Equipment and spare parts remaining in the Country after completion of the Contract. Upon payment of such dues within 28 days of being invoiced, the bond or bank guarantee shall be reduced or released accordingly; otherwise the security shall be called in the full amount remaining.”
[The Employer may change or delete this Sub-Clause as per Project requirements]
14.2 Advance Payment
14.2.1 Advance Payment Guarantee
The entity issuing the Advance PaymentGuaranteeand its form shall be as under:
The Advance PaymentGuarantee shall be in the form of Guarantee issued by (a) a Scheduled Bank in Pakistan or (b) a foreign bank duly counter-guaranteed by a Scheduled Bank in Pakistanor (c)an Insurance Companylisted in the Contract Data and rated by PACRA/VIS ofrating as provided in Table below:
Accepted Contract Amount (In Eq. million PKR) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
In case of Joint Venture, the Advance PaymentGuarantee(s)shall be in the name of the Joint Venture or in the name of Lead/either firm of the JV or in ratio of shares of the individual JV partners.
14.6 Issue of IPC
14.6.1 The IPC
In the first line of the 1st paragraph the words “28 days” are substituted by “14 days”.
14.7 Payment
The words “or through crossed cheque in favour of the Contractor or JV partners. The Payment to JV partners shall be made at the request of the Joint Ventures in the ratio of their shares specified by them” are added at the end of the Sub-Clause.
14.8 Delayed Payment
In the first paragraph, third line, the words “compounded monthly” are deleted.
The text of 2nd paragraph is deleted and substituted with the following:
“The Employer shall pay to the Contractor compensation at the rate stated in the Contract Data.”
14.9 Release of Retention Money
The following is added at the end of Sub-Clause 14.9:
“Unless otherwise stated in the Contract, when the Taking-Over Certificate has been issued for the Works and the first half of the Retention Money has been certified for payment by the Engineer, the Contractor shall be entitled to substitute a guarantee, in the form annexed to the Particular Conditions or in another form approved by the Employer and issued by a schedule bank selected by the Contractor, for the second half of the Retention Money. The Contractor shall ensure that the guarantee is in the amounts and currencies of the second half of the Retention Money and is valid and enforceable until the Contractor has executed and completed the Works and remedied any defects, as specified for the Performance Security. On receipt by the Employer of the required guarantee, the Engineer shall certify, and the Employer shall pay the second half of the Retention Money. The release of the second half of the Retention Money against a guarantee shall then be in lieu of the release after the latest of the expiry dates of the Defects Notification Periods. The Employer shall return the guarantee to the Contractor within 21 days after receiving a copy of the Performance Certificate.
If the Performance Security required under Sub-Clause 4.2 is in the form of a demand guarantee, and the amount guaranteed under them when the Taking-Over Certificate is issued is more than half of the Retention Money, then the Retention Money guarantee will not be required. If the amount guaranteed under the Performance Security when the Taking-Over Certificate is issued is less than half of the Retention Money, the Retention Money guarantee will only be required for the difference between half of the Retention Money and the amount guaranteed under the Performance Security.
15.2 Termination for Contractor’s Default
15.2.1 Notice
Following text is added at the end of sub-paragraph (h) of this Sub-Clause:
“For the purposes of this Contract, corrupt and fraudulent practices have been defined in Public Procurement Rules 2004.”
15.2.3 After Termination
The word “and” at the end of sub-paragraph (ii) of paragraph (b) is deleted the following paragraph is added after sub-paragraph (iii):
“(iv) all Employer-Supplied Materials and/or Employer's Equipment madeavailable to the Contractor in accordance with Sub-Clause 2.6 [Employer-Supplied Materials and Employer's Equipment], and”
15.4 Payment after Termination
The following text is added at the end of this Sub-Clause:
“The Employer shall be entitled to sell any of the Contractor’s Equipment, Temporary Works and unused materials and apply the proceeds of sale towards payment of any debt due from the Contractor to the Employer under this Clause including any outstanding payments to the Subcontractors.
16.2 Termination by Contractor
16.2.1 Notice
The sub-paragraph (j) is deleted in its entirety.
At the end of sub-paragraph (i) “; or” is replaced with “.” and at the end of sub-paragraph (h) “;” is replaced with “; or”.
In sub-paragraph (f) “84 days” are replaced with “180 days” and text “for reasons not attributable to the Contractor” is added at the end.
16.3 Contractor’s Obligations After Termination
Sub-paragraph (c) is deleted and replaced with:
"(c) deliver to the Engineer all Employer-Supplied Materials and/orEmployer's Equipment made available to the Contractor in accordance with Sub-Clause 2.6 [Employer-Supplied Materials and Employer’s Equipment]; and
(d) remove all other Goods from the Site, except as necessary for safety,and leave the Site."
17.1 Responsibility for Care of the Works
After the two instances of “Goods” in the last paragraph, the words “Employer-Supplied Materials and/orEmployer's Equipment” are added.
The following Sub-Clause 17.7 is added after Sub-Clause 17.6:
17.7 Use of Employer’s Accommodation/Facilities
The Contractor shall take full responsibility for the care of the items of the Employer’s facilities and/or accommodation, if any, as detailed in the Specification, from the date of use and/or occupation by the Contractor until the date on which such use and/or occupation is re-vested in the Employer.
If any loss or damage happens to any of the above items during a time while the Contractor is responsible for its care, arising from any cause other than a cause for which the Employer is responsible or liable, the Contractor shall promptly rectify the loss or damage at the Contractor’s risk and cost.
18.1 Exceptional Events
The words “or disorder” are replaced with “disorder or sabotage” in sub-paragraph (c) of the Clause.
18.4 Consequences of an Exceptional Event
The following is added at the end of sub-paragraph (b) after deleting the “.”:
“, including the costs of rectifying or replacing the Works and/or Goods damaged or destroyed by Exceptional Events, to the extent they are not indemnified through the insurance policy referred to in Sub-Clause 19.2 [Insurance to be provided by the Contractor].”
18.5 Optional Termination
In sub-paragraph (c), the words “and necessarily” areadded after the words “was reasonably”.
19.1 General Requirements
Following text is added at the end of first paragraph:
“The Contractor shall immediately after the date of the Letter of Acceptance submit the draft of insurance policies for the Employer’s consent.”
Following text is added at the end of third paragraph:
“The Contractor shall, within the respective periods stated in the Contract Data submit to the Engineer and the Employer a) evidence that the insurances described in this Clause have been effected, and b) copies of policies of the insurances described in Sub-Clauses 19.2.1, 19.2.4 and 19.2.5.”
19.2 Insurance to be provided by the Contractor
19.2.5 Injury to employees
The words “sickness, disease” are deleted in the third line of first paragraph.
The following Sub-Clause is added after Sub-Clause 19.2.6:
19.2.7 Insurance Company
“The Contractor shall be obliged to place all insurances described in this Clause with insurers listed in the Contract Data and rated byPACRA/VISofrating as provided in Table below:
Accepted Contract Amount (In Eq. million PKR) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
21.6 Arbitration
The word “international” is deleted in the sixth line of first paragraph. The text of sub-paragraph (a) is substituted with the following:
“the Dispute shall be finally settled under the Rules of Arbitration, specified in the Contract Data;”
The following Clauses are added after Clause 21
22 Custom Duty
[Employer may incorporate provisions where applicable. However, in order to make the bid more balanced, the payment of Customs Duties should be the responsibility of the Employer.]
23 Taxes
The Contractor, Subcontractors and their employees shall be liable to pay income tax, withholding tax, super tax and other taxes on income arising out of the Contract. The rates and prices as stated in the contract shall be deemed to cover all such taxes.
24 Integrity Part
If it is found and established at any stage that the Contractor or any of his Subcontractors, agents or servants have violated or involved in violation of the Integrity Pact signed by the Contractor then the Employer shall be entitled to :
(a) recover from the Contractor an amount equivalent to ten times the sum of any commission, gratification, bribe, finder’s fee or kickback given by the Contractor or any of his Subcontractors, agent or servants;
(b) terminate the Contract; and
(c) recover from the Contractor any loss or damage to the Employer as a result of such termination or of any other corrupt business practices of the Contractor or any of his Subcontractors, agent or servants.
The termination under sub-paragraph(b) of this Sub-Clause shall proceed in the manner prescribed under Sub-Clause 15.1 to 15.4 and the payment under Sub-Clause 15.4 shall be made after having deducted the amounts due to the Employer under sub-paragraph(a) and (c) of this Sub-Clause.
Appendix General Conditions of Dispute Avoidance/Adjudication Agreement
12 Disputes Under DAAB Agreement
In the first paragraph, third, fourth and fifth line, the text “under the Rules of Arbitration of the International Chamber of Commerce 2017……………shall apply” is substituted with “under the Arbitration Act 1940 by sole arbitrator appointed by the Managing Director Public Procurement Regulatory Authority or Chairman Pakistan Engineering Council.”
Date:
No.:
Alternative No.: P54830
To: Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, P&C Wing, CDA.
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:
(a) have withdrawn our Bid during the period of Bid validity specified in the Letter of Bid; or
(b) having been notified of the acceptance of our Bid by the Procuring agency/Employer during the period of Bid validity, (i) fail or refuse to sign the Contract; or (ii) fail or refuse to furnish the Performance Security (or guarantee), if required, in accordance with the ITB.
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 days after the expiration of our Bid.
Name of the Bidder*
Name of the person duly authorized to sign the Bid on behalf of the Bidder** _______
Title of the person signing the Bid ______________________
Signature of the person named above ______________________
Date signed ________________________________ day of ___________________, _____
*: In the case of the Bid submitted by joint venture specify the name of the Joint Venture as Bidder
**: Person signing the Bid shall have the power of attorney given by the Bidder attached to the Bid
[Note: In case of a Joint Venture, the Bid-Securing Declaration must be in the name of all members to the Joint Venture that submits the Bid.]
THIS CONTRACT AGREEMENT (hereinafter called the “Agreement”) made on the _________ day of __________ (month) 20_____ between Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, P&C Wing, CDA. (hereinafter called the “Employer”) of the one part and __________________________________________________ (hereinafter called the “Contractor”) of the other part.
WHEREAS the Employer is desirous that certain Works, viz., Construction Of Federal Election Academy and other Offices of Election Commission of Pakistan at H-11/4, Islamabad (P54830) should be executed by the Contractor and has accepted a Bid by the Contractor for the execution and completion of such Works and the remedying of any defects therein.
NOW this Agreement witnessed as follows:
1. In this Agreement words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referred to.
2. The following documents, in the order of priority, after incorporating addenda, if any, except those parts relating to Instructions to Bidders shall be deemed to form and be read and construed as part of this Agreement:
a) This Contract Agreement;
b) The Letter of Acceptance;
c) The Letter of Bid;
d) The Particular Conditions Part A - Contract Data;
e) The Particular Conditions Part B - SpecialProvisions;
f) The General Conditions;
g) The Specifications Part A - SpecificProvisions;
h) The Specifications Part B- Technical Provisions;
i) The Drawings;
j) The Completed Schedules to Bid including Schedule of Prices;
k) the JV Undertaking (if the Contractor is a JV); and
l) [Employer to insert any other documents forming part of the Contract]
The addenda/corrigenda,if any, (Excluding part relating to Instructions to Bidders alongwith Bidding Data) shall be deemed to have been incorporated at the appropriate places in the “Documents forming the Contract”.
3. In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby covenants with the Employer to execute and complete the Works and remedy defects therein in conformity and in all respects with the provisions of the Contract.
4. The Employer hereby covenants to pay the Contractor, in consideration of the execution and completion of the Works as per provisions of the Contract, 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 Agreement to be executed on the day, month and year first before written in accordance with their respective laws.
Signature of the Contactor Signature of Employer
(Seal) (Seal)
Signed, Sealed and Delivered in the presence of:
Witness Witness
(Name, Title and Address) (Name, Title and Address)
[All italicised text and any text within square brackets (except sub-clause headings) in this form of agreement is for use in preparing the form and should be deleted from the final product].
Name and details of the Contract Construction Of Federal Election Academy and other Offices of Election Commission of Pakistan at H-11/4, Islamabad
______________________________________________________________________________
This Agreement made the ______day of ______ [month], _____ [year], between
Name and contact details of the Employer Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA
Office # 26, 1st Floor, Block-III, P&C Wing, CDA.
+92-334-856-6622
ammarpavero@gmail.com
Name and contact details of the Contractor _____________________________________ (name)
____________________________________ (address)
__________________________________ (telephone)
___________________(email / other contact details);
Name and contact details of the DAAB Member _____________________________________ (name)
____________________________________ (address)
__________________________________ (telephone)
___________________(email / other contact details);
Whereas:
A. the Employer and the Contractor have entered (or intend to enter) into the Contract;
B. under the Contract, the “DAAB” or “Dispute Avoidance/Adjudication Board” means the sole member or three members (as stated in the Contract Data of the Contract) so named in the Contract, or appointed under Sub-Clause 21.1 [Constitution of the DAAB] or Sub-Clause 21.2 [Failure to Appoint DAAB Members] of the Conditions of Contract;
C. the Employer and the Contractor desire jointly to appoint the above-named DAAB Member to act on the DAAB as:
a. the sole member of the DAAB, and where this is the case, all references to the “Other Members” do not apply; or
b. one of three members / chairman [delete the one which is not applicable] of the DAAB and, where this is the case, the other two persons are:
____________________________ (name) _________________________ (name)
___________________________ (address) _______________________ (address)
_____________________________(telephone) ______________________(telephone)
______________(email/ other contact details) _______ (email/other contact details)
the “Other Members”; and
D. the DAAB Member accepts this appointment.
The Employer, Contractor and DAAB Member jointly agree as follows:
1. The conditions of this DAAB Agreement comprise:
(a) Clause 21 [Disputes and Arbitration] of the Conditions of Contract, and any other provisions of the Contract that are applicable to the DAAB’s Activities; and
(b) the “General Conditions of Dispute Avoidance/Adjudication Agreement”, which is appended to the General Conditions of the “Conditions of Contract for Construction” Second Edition 2017 published by FIDIC (“GCs”), as amended and/or added to by the following provisions.
2. [Details of amendments to the GCs, if any. For example:
In the procedural rules annexed to the GCs, Rule _ is deleted and replaced by: “ … “]
3. The DAAB Member shall be paid in accordance with Clause 9 of the GCs. The currency of payment shall be ________.
In respect of Sub-Clauses 9.1 and 9.2 of the GCs, the amounts of the DAAB Member’s monthly fee and daily fee shall be:
monthly fee___________________ per month, and
daily fee of____________________ per day
(or as otherwise set under Sub-Clause 9.3 of the GCs).
4. In consideration of the above fees, and other payments to be made to the DAAB Member in accordance with the GCs, the DAAB Member undertakes to act as DAAB Member in accordance with the terms of this DAAB Agreement.
5. The Employer and the Contractor shall be jointly and severally liable for the DAAB Member’s fees and other payments to be made to the DAAB Member in accordance with the GCs.
6. This DAAB Agreement shall be governed by the law of _____________ (if not stated, the law that governs the Contract under Sub-Clause 1.4 of the Conditions of Contract).
SIGNED by:_______________ SIGNED by:_______________ SIGNED by:_______________
Print name:_________________ Print name:_________________ DAAB Member
Title: _____________________ Title:______________________ Title:______________________
for and on behalf of the
Employer for and on behalf of the
Contractor
in the presence of in the presence of in the presence of
Witness:___________________ Witness:___________________ Witness:___________________
Name:_____________________ Name:_____________________ Name:_____________________
Address:___________________ Address:___________________ Address:___________________
__________________________ __________________________ __________________________
Date:______________________ Date:______________________ Date:______________________
Guarantee No._________________________________________ Date _________________
WHEREAS _____________________________________ (hereinafter called the 'Employer')
has entered into a Contract for __________________________________________________
(Particulars of Contract)
with ____________________________________________ (hereinafter called the "Contractor').
AND WHEREAS, the Employer has agreed to advance to the Contractor, at the Contractor's request, an amount of Pak Rupees ___________________________________ (PKR _________ ) which amount shall be advanced to the Contractor as per provisions of the Contract.
AND WHEREAS, the Employer has asked the Contractor to furnish Guarantee to secure the mobilization advance for the performance of his obligations under the said Contract.
AND WHEREAS, ____________________________________________________________
(hereinafter called the “Guarantor”) at the request of the Contractor and in consideration of theEmployer agreeing to make the above advance to the Contractor, has agreed to furnish the said Guarantee.
NOW, THEREFORE, the Guarantor hereby guarantees that the Contractor shall use the advance for the purpose of above mentioned Contract and if he fails and commits default in fulfilment of any of his obligations for which the advance payment is made, the Guarantor shall be liable to the Employer for payment not exceeding the aforementioned amount.
Notice in writing of any default,on the part of the Contractor, of which the Employer at his discretion of making decision, shall be given by the Employer to the Guarantor, and on such first written demand, payment shall be made by the Guarantor of all sums then due under this Guarantee without any reference to the Contractor and without any objection.
This Guarantee shall remain in force until the advance is fully adjusted against payments from the Interim Payment Certificates of the Contractor or until _________________________whichever is earlier. (Date)
The Guarantor's liability under this Guarantee shall not in any case exceed the sum of
PKR ______________________ (PakRupees ________________________________________________).
This Guarantee shall remain valid up to the aforesaid date and shall be null and void after the aforesaid date or earlier if the advance made to the Contractor is fully adjusted against paymentsfrom Interim Payment Certificates of the Contractor provided that the Guarantor
agrees that the aforesaid period of validity shall be deemed to be extended if on the above mentioned date the advance payment is not fully adjusted.
Guarantor
(Scheduled Bank/ Insurance Company)
Signature ________________________________________________
Name ________________________________________________
Title ________________________________________________
WITNESS:
1. ________________________________________________
________________________________________________
Corporate Secretary (Seal) Corporate Guarantor (Seal)
2. ________________________________________________
________________________________________________
Name, Title & Address
________________________________ [Guarantor letterhead or SWIFT identifier code]
Beneficiary: ___________________ [Insert name and Address of Employer]
Date: ________________[Insert date of issue]
RETENTION MONEY GUARANTEE No.: [Insert guarantee reference number]
Guarantor: [Insert name and address of place of issue, unless indicated in the letterhead]
We have been informed that ________________ [insert name of Contractor, which in the case of a joint venture shall be the name of the joint venture] (hereinafter called "the Contractor") has entered into Contract No. _____________ [insert reference number of the contract] dated ____________ with the Employer, for the execution of _____________________ [insert name of contract and brief description of Works] (hereinafter called "the Contract").
Furthermore, we understand that, according to the conditions of the Contract, the Employer retains moneys up to the limit set forth in the Contract (“the Retention Money”), and that when the Taking-Over Certificate has been issued under the Contract and the first half of the Retention Money has been certified for payment, payment of [insert the second half of the Retention Money orifthe amount guaranteed under the Performance Guarantee when the Taking-Over Certificate is issued is less than half of the Retention Money, the difference between half of the Retention Money and the amount guaranteed under the Performance Security and, if required, the ES Performance Security] is to be made against a Retention Money guarantee.
At the request of the Applicant, we, as Guarantor, hereby irrevocably undertake to pay the Beneficiary any sum or sums not exceeding in total an amount of ___________ [insert amount in figures] () [amount in words] upon receipt by us of the Employer’s complying demand supported by the Beneficiary’s statement, whether in the demand itself or in a separate signed document accompanying or identifying the demand, stating that the Applicant is in breach of its obligation(s) under the Contract, without your needing to prove or show grounds for your demand or the sum specified therein.
A demand under this guarantee may be presented as from the presentation to the Guarantor of a certificate from the Employer’s bank stating that the second half of the Retention Money as referred to above has been credited to the contractor on its account number ___________ at _________________ [insert name and address of Contractor’s bank].
This guarantee shall expire no later than the …. day of ……, 2…, and any demand for payment under it must be received by us at the office indicated above on or before that date.
____________________
[signature(s)]
Note: All italicized text (including footnotes) is for use in preparing this form and shall be deleted from the final product.
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.
Name of Employer: ……………… Name of Bidder/Contractor: ……………
Signature: …………………… Signature: …………………………….
[Seal] [Seal]
Guarantee No.___________________
Executed on ____________________
Expiry date _____________________
Name of Guarantor with address: _________________________________________________________________________________________________________________________________
Name of Principal (Contractor) with address:___________________________________________________________________________________________________________________________
Penal Sum of Security (express in words and figures) ____________________________________________________________________________________________________________________
Letter of Acceptance No. _____________________________________Dated __________________
KNOW ALL MEN BY THESE PRESENTS, that in pursuance of the terms of the Bidding Documents and above said Letter of Acceptance (hereinafter called the Documents) and at the request of the said Principal we, the Guarantor above named, are held and firmly bound unto the Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, P&C Wing, CDA. (hereinafter called the Employer) in the penal sum of the amount stated above for the payment of which sum well and truly to be made to the said Employer, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has accepted the Employer's above said Letter of Acceptance for _____________________________________ ________________________________
(Name of Contract) for the Construction Of Federal Election Academy and other Offices of Election Commission of Pakistan at H-11/4, Islamabad (P54830)
______________________________________________ (Name of Project).
NOW THEREFORE, if the Principal (Contractor) shall well and truly perform and fulfill all the undertakings, covenants, terms and conditions of the said Documents during the original terms of the said Documents and any extensions thereof that may be granted by the Employer, with or without notice to the Guarantor, which notice is, hereby, waived and shall also well and truly perform and fulfill all the undertakings, covenants terms and conditions of the Contract and of any and all modifications of said Documents that may hereafter be made, notice of which modifications to the Guarantor being hereby waived, then, this obligation to be void; otherwise to remain in full force and virtue till all requirements of Clause11, Defects After Taking Over, of Conditions of Contract are fulfilled.
Our total liability under this Guarantee is limited to the sum stated above and it is a condition of any liability attaching to us under this Guarantee that the claim for payment in writing shall be received by us within the validity period of this Guarantee, failing which we shall be discharged of our liability, if any, under this Guarantee.
We, _________________________________________________ (the Guarantor), waiving all objections and defense under the Contract, do hereby irrevocably and independently guarantee to pay to the Employer without delay upon the Employer's first written demand without cavil or arguments and without requiring the Employer to prove or to show grounds or reasons for such demand any sum or sums up to the amount stated above, against the Employer's written declaration that the Principal has refused or failed to perform the obligations under the Contract which payment will be effected by the Guarantor to Employer’s designated Bank & Account Number.
PROVIDED ALSO THAT the Employer shall decide, whether the Principal (Contractor) has duly performed his obligations under the Contract or has defaulted in fulfilling said obligations and the Guarantor shall pay without objection any sum or sums up to the amount stated above upon first written demand from the Employer forthwith and without any reference to the Principal or any other person.
IN WITNESS WHEREOF, the above-bounden Guarantor has executed this Instrument under its seal on the date indicated above, the name and corporate seal of the Guarantor being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.
Guarantor
(Schedule Bank/ Insurance Company)
Signature: _________________________________________________
Name: _________________________________________________
Title: _________________________________________________
Corporate Guarantor (Seal)
WITNESS:
1.
_________________________________________________
_________________________________________________
2.
_________________________________________________
_________________________________________________
Name, Title & Address
Page Attached.
As stipulated in Evaluation Criteria.
As stipulated in Evaluation Criteria.
As stipulated in Evaluation Criteria.
As stipulated in Evaluation Criteria.
As stipulated in Evaluation Criteria.
As stipulated in Evaluation Criteria.
As stipulated in Evaluation Criteria.
As stipulated in Evaluation Criteria.