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 Division-II), Dy. Director (Works-II)
Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad.
+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 Division-II)
The subject of procurement is: REPAIR/MAINTENANCE OF NCCIA BUILDING NO.12, SHAHRAH-E-JAMHURIAT, G-5/2, ISLAMABAD
Period for completion of the works 3 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: P72709
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: Monday, August 24, 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
No
ITB Number 9.4 (b)
Other procurement specific documentation requirements are:
As per the directions of the client department National Cyber Crime Investigation Agency, Pakistan, it is mandatory that Bidders, duly vetted/security cleared by the NCCIA, are allowed to participate in the bidding process and execute the works keeping in view the sensitive nature.
ITB Number 12.4
The Bid price will be/will not be subject to the price adjustment Nil.
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)
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: Wednesday, September 2, 2026 11:30 AM
Address for submission of Original Bid Security: Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad.
ITB Number 21.1
The Bid opening shall take place at: EPADS v2.0
Day : Wednesday
Date: September 02, 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) Company (Holding Company) Company (Limited by Guarantee) State Owned Enterprise (Private Limited) State Owned Enterprise (Public Limited) | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) FBR (GSTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| The Contractor/Firm having valid registration for the year 2026-27 with Pakistan Engineering Council in Category C-3 or above with specialization codes CE-01, CE-09, CE-10, EE-02, EE-04, EE-06, EE-07 & ME-02 are eligible to apply. | Yes |
| As per the directions of the client department National Cyber Crime Investigation Agency, Pakistan, it is mandatory that Bidders, duly vetted/security cleared by the NCCIA, are allowed to participate in the bidding process and execute the works keeping in view the sensitive nature. | Yes |
Least Cost Based Selection (LCBS)
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Repair/Maint. of NCCIA Building | Address: Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad.Schedule: 90 DaysQuantity: 1/job |
1/job | 10429003 PKR |
Jobs Without Lots :
Job: Repair/Maint. of NCCIA Building
Specifications / Requirements:
| Sr. No | REF | Description | Unit | Quantity | Rate | Rate in Words | Amount |
|---|---|---|---|---|---|---|---|
| 1 | BUILDING CIVIL WORKS | ||||||
| 2 | Demolition works | ||||||
| 3 | Schedule Items | ||||||
| 4 | 4-32a | Removing door with chowkat: Taking down Doors, or enlarging existing openings and form reveals, as specified, in burnt brick work, Stone masonry or Concrete block laid in any mortar. | Nos | 73 | 700.5 | 51136.5 | |
| 5 | 4-32b | Removing windows and sky lights with chowkat: Taking down Windows, or enlarging existing openings and form reveals, as specified, in burnt brick work, Stone masonry or Concrete block laid in any mortar. | Nos | 164 | 546.2 | 89576.8 | |
| 6 | 4-13 | Dismantling Brick Work in lime or cement mortar. | Cum | 103.74 | 2438 | 252918.12 | |
| 7 | 4-23 | Dismantling from any height, asbestos sheets and ridge coping. Dismantling existing roof treatment of any type and thickness, including breaking up and lifting complete, all as directed by the Engineer-in-Charge. | Sqm | 577.68 | 144.2 | 83301.456 | |
| 8 | 4-16 | Dismantling Mud Concrete: Removing existing earth filling / soil layer from roof beneath choka, including loosening, collecting and stacking complete, all as directed by the Engineer-in-Charge. | Cum | 56.13 | 1147.3 | 64397.949 | |
| 9 | 4-20 | Dismantling Cement Concrete Reinforced, separating reinforcement from concrete, cleaning and straightening the same. | Cum | 96.4 | 10325.55 | 995383.02 | |
| 10 | 4-19c | Dismantling Plain Cement Concrete (PCC) floor of any thickness, including breaking up and lifting complete, all as directed by the Engineer-in-Charge. | Cum | 159.26 | 6310.05 | 1004938.563 | |
| 11 | 4-50 | Dismantling glazed or encaustic tiles, Marble etc. | Sqm | 278.5 | 454.26 | 126511.41 | |
| 12 | 4-35-a | Dismantling wooden partition Jaffry work etc. | Sqm | 14 | 116.39 | 1629.46 | |
| 13 | 4-50 | Dismantling glazed or encaustic tiles, etc. (Tile skirting) | Sqm | 72.22 | 454.26 | 32806.6572 | |
| 14 | 4-48 | Removing cement or lime plaster (Boundary wall) | Sqm | 216.54 | 82.26 | 17812.5804 | |
| 15 | 4-24-b | Dismantling ceiling above 20' (6.0 m) height in difficult position, including lifting with care and special scaffolding along live electric wires and with machines underneath. | Sqm | 189 | 509.52 | 96299.28 | |
| 16 | 17-15-b | Removing pipe outlet, refilling earth and puddling. (Gas pipe line)(Cast iron pipe line)(PVC pipe)(G.I pipe)( ppr pipe) | M | 1758 | 333.05 | 585501.9 | |
| 17 | 4-48/p-31 | Removing cement or lime plaster | Sqm | 1284 | 72.8 | 93475.2 | |
| 18 | b. | Non Schedule Items | |||||
| 19 | NSI | Dismentling / removing carefully existing PVC wall paneling including trims, battens, screws/nail/fastners, complete, avoiding damage to adjoining structure where required, and removing unserviceable material/debris from site, complete in all respect. | Sqm | 43 | 213.0048 | 9159.2064 | |
| 20 | NSI | Dismantling existing choka (lime concrete / roof terracing) of any thickness, including breaking up and lifting complete, all as directed by the Engineer-in-Charge. | Sqm | 562.5 | 379.7184 | 213591.6 | |
| 21 | NSI | Dismentling / Removing existing chips / terrazo flooring including bedding layer where required, complete, and removing debris/unserviceable material from site, making good disturbed surfaces, complete in all respect. | Sqm | 1100.17 | 566.6688 | 623432.013696 | |
| 22 | NSI | Cutting through brick masonry wall in window opening area for fixing / providing marble sill, including making required recess/chase, dressing edges, removing loose material and making good disturbed surfaces complete as directed by Engineer-in-Charge. | M | 180.9 | 260.8752 | 47192.32368 | |
| 23 | NSI | Dismantling and removing existing stair railing / hand railing of M.S /G.I /steel including cutting, loosening of fastenings, dismantling complete, lowering carefully without damage and stacking serviceable material as directed by Engineer-in-Charge, including removal of unserviceable material/debris from site complete. | M | 30.19 | 665.5776 | 20093.787744 | |
| 24 | NSI | Dismantling and removal of existing rain water storage tank (6' × 8'), including breaking, dismantling, lowering, and disposal of debris within site premises, complete in all respects as directed by the Engineer. | Cu.m | 6.79 | 2207 | 14985.53 | |
| 25 | NSI | Careful dismantling and removal of existing kitchen wall and floor cabinets, including shutters, shelves, frames, hardware, and all associated fittings, complete with necessary cutting or detaching from walls and floors, and removal and disposal of debris outside the site premises or stacking of salvageable materials as directed by the Engineer, ensuring no damage to adjacent surfaces. | Jobs | 2 | 26322.636 | 52645.272 | |
| 26 | NSI | Main Gate Removal | Job | 2 | 8249.664 | 16499.328 | |
| 27 | NSI | Removal of front Boundary wall Grill | M | 16.76 | 1994.2824 | 33424.173024 | |
| 28 | NSI | Removal of window blinds and fixtures | Each | 162 | 100 | 16200 | |
| 29 | NSI | Removal of Carpets | Job | 2 | 3000 | 6000 | |
| 30 | NSI | External Chiping for façade | Sqm | 1984 | 102.72 | 203796.48 | |
| 31 | NSI | Dismantling and removal of door beading | M | 999.7 | 14 | 13995.8 | |
| 32 | NSI | Cleaning of existing sewerage network including manholes | Job | 1 | 150000 | 150000 | |
| 33 | NSI | Removal of existing waterproofing membrane including dismantling and clearing of surface, disposal of debris within site premises, complete in all respects as directed by the Engineer. | Sqm | 520 | 150 | 78000 | |
| 34 | NSI | Demolition of OH Tank | Job | 1 | 150000 | 150000 | |
| 35 | B | Civil Works (New Construction) | |||||
| 36 | a. | Schedule Items | |||||
| 37 | 7-5 | Pacca brick work Burnt brick work, in walls 230 mm thick, laid and jointed in CM 1:3, straight or to curve with inner radius of 6m and over, up to roof level. | Cum | 72.68 | 16025.25 | 1164715.17 | |
| 38 | 7-4i | Burnt brick work, in walls 115 mm thick, laid and jointed in CM 1:3, straight or to curve with inner radius of 6m and over, up to roof level. | Cum | 27.65 | 15661.9 | 433051.535 | |
| 39 | 11-8b | Cement Plaster 1:3, 13 mm thick finished as specified (Basement, GF, FF, boundry wall) | Sqm | 1684.24 | 560.25 | 943595.46 | |
| 40 | 6-9a(v) | Reinforced cement concrete in roof slab, beams, columns lintels,girders and other structural members laid in situ or precast laid in position, or prestressed members cast in situ, complete in all respects:- Providing and laying of RCC with 3000 psi compressive cylindrical strength in different structural elements (Lintel Door Beams, Slab of OTS and Look Below area) including form work all as specified. Reinforcement measured and paid separately. (All leads & Carriage included) | Cum | 11.74 | 26536.37 | 311536.9838 | |
| 41 | 6-12 b(ii) | 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):- Grade-60 | Kgs | 150 | 308.2785 | 46241.775 | |
| 42 | MRS, 26-43 | Termite proofing of New buildings with approved chemicals except joinery. | Sqm | 1172 | 136.75 | 160271 | |
| 43 | 10-35a(iv) | Providing and laying Deluxe quality tiles of any make, size exceeding 1600 sq cm but not exceeding 3700 sq cm, including setting, jointing and bonding, complete all as specified. (2' x 4') | Sqm | 2076.35 | 5489.05 | 11397188.9675 | |
| 44 | MRS 25-52 | Providing and fitting all types of glazed aluminium windows of anodised / powder coated partly fixed and partly sliding using delux sections of approved manufacturer having frame size of 100 x 30 mm (4"x1-1/4") and leaf frame sections of 50 x 20 mm (2"x¾"), all of thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge. | Sqm | 393.03 | 13886.85 | 5457948.6555 | |
| 45 | MRS 25-53 | Providing and fixing Aluminum Fly screen comprising of Fiber / Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer / powder coated of size 1-1/2"x1/2" and 1.6mm thick with rubber gasket i/c cost of Hardwares as approved and directed by the engineer incharge. complete in all respect. | Sqm | 196.52 | 5792.05 | 1138253.666 | |
| 46 | MRS, 10-48i | 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) cement sand mortor i/c the cost of matching sealer complete in all respects as approved and directed by the Engineer Incharge. (Window sills) | Sqm | 58.78 | 6913.3 | 406363.774 | |
| 47 | 9-46ii | Roof Treatment: Providing and applying torch-on water proofing bitumenous membrane of specified thickness (made of Roof-Grip / Euro Bit) duly lapped / connected by heating with Torch over ps-6 primer i/c preparation/ smoothen the surface complete in all respect as approved and directed by the Engineer Incharge. ii) 4 mm thick | Sqm | 646.9 | 1423.9 | 921120.91 | |
| 48 | MRS 13-46 | Providing and applying wall putty of 2mm thickness over plastered surface (new surface) to prepare the surface even and smooth complete in all respect. Preparing surface and painting with emulsion paint:- | Sqm | 4236.12 | 62 | 262639.44 | |
| 49 | MRS 13-31 a | Providing and applying over plastered surface (new surface) to prepare the surface even and smooth complete in all respect. Preparing surface and painting with emulsion paint:- First coat | Sqm | 4236.12 | 192.8 | 816723.936 | |
| 50 | MRS 13-31 b+b | Providing and applying over plastered surface (new surface) to prepare the surface even and smooth complete in all respect. Preparing surface and painting with emulsion paint:- 2nd & Each Subsequent Coat | Sqm | 4236.12 | 300.3 | 1272106.836 | |
| 51 | 13-46 | Providing and applying wall putty of 2mm thickness over plastered surface (new surface) to prepare the surface even and smooth complete in all respect. 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: First + Second coat | Sqm | 415.6 | 62 | 25767.2 | |
| 52 | 13-33i | Providing and applying over plastered surface (new surface) to prepare the surface even and smooth complete in all respect. 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: First Coat | Sqm | 415.6 | 538.7 | 223883.72 | |
| 53 | 13-33 ii | Providing and applying over plastered surface (new surface) to prepare the surface even and smooth complete in all respect. 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: 2nd Coat | Sqm | 415.6 | 297.25 | 123537.1 | |
| 54 | 6-5f | Providing and laying cement concrete of specified mix and average thickness for roof treatment, including mixing, placing, compacting, finishing to required slope and curing complete, all as directed by the Engineer-in-Charge. (1;2:4) (All leads & Carriage included) | Cum | 64.4 | 18185.97 | 1171176.468 | |
| 55 | 25-70 | Providing and fixing Automatic Sliding Glass Door consisting of 12 mm thick tempered glass Framed which consist of Automatic IR Sensor, glass Holder Clamp for 12mm glass high quality aluminium, sliding rail with motorized mechanism with remote control option including cost of all material, hardware, fittings, accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. | Sqm | 11.71 | 84854.85 | 993650.2935 | |
| 56 | 10-48-i | Providing and laying flooring with China Verona Marble having uniform texture (Spotless) of required size and specified thickness, with adhesive bond over 3/4" thick bedding of (1:2) cement sand mortor i/c the cost of matching sealer,cutting, grinding and chemical polishing complete in all respect as approved and directed by the incharge 3/4" thick. | Sqm | 93 | 6913.3 | 642936.9 | |
| 57 | MRS, 10-16 | Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels: | |||||
| 58 | 10-16 i | (i) 3"(75 mm) thick | Sqm | 2076.35 | 1817.05 | 3772831.7675 | |
| 59 | 10-59 | Providing, fixing and jointing 4" high PVC Skirting of approved color and shade at wall including the cost of all fixing material and labour, complete in all respect as per specifications and design approved by the Engineer incharge. | M | 1073.79 | 1060.6 | 1138861.674 | |
| 60 | Providing and fixing 2" wide MS/ GI Chowkat singel/double rebate made of 16 SWG MS sheet pressed/welded / supported with M.S. flat 1-1/4"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 antirust paint including filling with cement sand mortar (1:8) and embedding hold fast in cement concrete (1:2:4) ,complete in all respect as approved and directed by Engineer Incharge | ||||||
| 61 | 12-17 i | (i) 15 " wide | Meter | 906.5 | 9051.6 | 8205275.4 | |
| 62 | 12-17 ii | (ii) 10.5 " wide | Meter | 50.77 | 7891.55 | 400653.9935 | |
| 63 | 4-48 | Removing cement or lime plaster. | Sqm | 109.3 | 72.8 | 7957.04 | |
| 64 | Expansion of Forensic Lab | ||||||
| 65 | a. | Schedule Items | |||||
| 66 | MRS, 3-21ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). | Cum | 191.63590033975 | 603.55 | 115661.84765006 | |
| 67 | MRS, 26-43 | Termite proofing of New buildings with approved chemicals except joinery. | Sqm | 398.5594795539 | 136.75 | 54503.008828996 | |
| 68 | MRS, 3-54 | Compaction of natural ground | Sqm | 106.64 | 37.45 | 3993.668 | |
| 69 | MRS, 3-5i +3-17c | Earth filling as in Ordinary or hard soil, filling in foundation, pipe trenches, shafts, wells, independent holes, under floors or around plinths etc., 1.5 M below or above Ground Level (GL), with spoil obtained from excavation in trenches/over areas within 50M including watering and compaction in 150 mm layer and dressing to required profile and shape. Within 8km | Cum | 106.17214043035 | 921.9 | 97880.096262741 | |
| 70 | MRS, 6-5i | Cement concrete plain (1:4:8) including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) (All leads & Carriage included) | Cum | 12.03 | 13632.48 | 163998.7344 | |
| 71 | MRS, 6-6 C3 | Providing and laying of RCC with 3000 psi compressive cylindrical strength in different structural elements (foundation etc.) including form work all as specified. Reinforcement measured and paid separately. 1:2:4 (All leads & Carriage included) | Cum | 18.86 | 22680.27 | 427749.8922 | |
| 72 | MRS, 6-12 bii | 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) Deformed Bars Grade 60 | kg | 260 | 308.2785 | 80152.41 | |
| 73 | Extension of Forensic Lab | ||||||
| 74 | a. | Schedule Items | |||||
| 75 | MRS, 3-21ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). | Cum | 26 | 603.55 | 15692.3 | |
| 76 | MRS, 6-5i | Cement concrete plain (1:4:8) including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) (All leads & Carriage included) | Cum | 0.87 | 13632.48 | 11860.2576 | |
| 77 | MRS, 6-6 c3 | Providing and laying of RCC with 3000 psi compressive cylindrical strength in different structural elements (foundation etc.) including form work all as specified. Reinforcement measured and paid separately. 1:2:4 (All leads & Carriage included) | Cum | 3.36 | 22680.27 | 76205.7072 | |
| 78 | MRS, 6-6 a3 | Providing and laying of RCC with 3000 psi compressive cylindrical strength in columns, beams, stairs, posts, struts, piers, lintels, and the like including form work, all as specified. Reinforcement measured and paid separately. 1:2:4 TYPE-C (All leads & Carriage included) | Cum | 31.75 | 28170.77 | 894421.9475 | |
| 79 | MRS, 6-6 a3 | Providing and laying of RCC with 3000 psi compressive cylindrical strength in Roof Slabs, landings, walls, plinth beams and bands etc. all as specified including form work (reinforcement measured and paid separately). 1:2:4 TYPE-C (All leads & Carriage included) | Cum | 38.5 | 28170.77 | 1084574.645 | |
| 80 | MRS, 6-12 bii | 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) Deformed Bars Grade 60 | kg | 450 | 308.2785 | 138725.325 | |
| 81 | 7-5 | Pacca brick work Burnt brick work, in walls 230 mm thick, laid and jointed in CM 1:3, straight or to curve with inner radius of 6m and over, up to roof level. | Cum | 62.741364665912 | 16025.25 | 1005446.0541124 | |
| 82 | 11-8b | Cement Plaster 1:3, 13 mm thick finished as specified (Basement, GF, FF, boundry wall) | Sqm | 503.95743494424 | 560.25 | 282342.15292751 | |
| 83 | b. | Non Schedule Items | |||||
| 84 | NSI | Providing and fixing chemical anchor dowels in existing RCC members by drilling holes, cleaning, injecting approved epoxy/chemical adhesive and fixing reinforcement bars complete. | No | 45 | 3423.91 | 154075.95 | |
| 85 | Room under the Ground Floor slab | ||||||
| 86 | a. | Schedule Items | |||||
| 87 | MRS, 3-21ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). | Cum | 285.7 | 603.55 | 172434.235 | |
| 88 | MRS, 3-5i | Earth filling as in Ordinary or hard soil, filling in foundation, pipe trenches, shafts, wells, independent holes, under floors or around plinths etc., 1.5 M below or above Ground Level (GL), with spoil obtained from excavation in trenches/over areas within 50M including watering and compaction in 150 mm layer and dressing to required profile and shape. Within 8KM | Sqm | 113.8 | 921.9 | 104912.22 | |
| 89 | MRS, 10-3 | Supplying and filling sand under floor; or plugging in wells. | Cum | 25.72 | 1256.25 | 32310.75 | |
| 90 | MRS, 6-5f | Providing and laying PCC 1:2:4 laid under floor using crushed or broken stones. | Cum | 9.11 | 18185.97 | 165674.1867 | |
| 91 | 7-5 | Pacca brick work Burnt brick work, in walls 230 mm thick, laid and jointed in CM 1:3, straight or to curve with inner radius of 6m and over, up to roof level. | Cum | 31.17 | 16025.25 | 499507.0425 | |
| 92 | 11-8b | Cement Plaster 1:3, 13 mm thick finished as specified (Basement, GF, FF, boundry wall) | Sqm | 243 | 560.25 | 136140.75 | |
| 93 | ARCHITECTUE WORKS | ||||||
| 94 | Schedule Items | ||||||
| 95 | Ground Floor | ||||||
| 96 | Reception | ||||||
| 97 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 283.5 | 221.3 | 62738.55 | |
| 98 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 283.5 | 130.9 | 37110.15 | |
| 99 | Officers Lounge | ||||||
| 100 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 382.23 | 221.3 | 84587.499 | |
| 101 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 382.23 | 130.9 | 50033.907 | |
| 102 | Working Areas (05 rooms 21.33' x 17.92') n G-F | ||||||
| 103 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 1926.4 | 221.3 | 426312.32 | |
| 104 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 1926.4 | 130.9 | 252165.76 | |
| 105 | MRS 25-69 | Providing and fixing 12 mm Tempered Glass Door / Partition frameless comprising of aluminium H-section (D48) at bottom, H-type S.S framless handles both side (approved), top pivot hinges, bottom concealed floor machine hinges, s.s patch fitting, D glass door lock (approved) and all the cost of using approved standard fittings, accessories etc., and hardware any required, as shown on drawings, complete in all respect as per Specifications, as approved by the Engineer. | Sft | 2676.48 | 2184.75 | 5847439.68 | |
| 106 | MRS 25-72 | Providing and Fixing self adhesive Frosted Paper on specified glass in any shape, design / Pattern, i/c cost of pasting, complete in all respect as per approved specifications and as approved by the Engineer incharge | Sft | 2676.48 | 132.6 | 354901.248 | |
| 107 | Rooms/Toilet and G-F | ||||||
| 108 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 491.62 | 221.3 | 108795.506 | |
| 109 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 491.62 | 130.9 | 64353.058 | |
| 110 | Basement Floor | ||||||
| 111 | Lobby | ||||||
| 112 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 402 | 221.3 | 88962.6 | |
| 113 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 402 | 130.9 | 52621.8 | |
| 114 | Call Center, Hall, Waiting Area, Offices, Rooms and Entrance | ||||||
| 115 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 3458.3 | 221.3 | 765321.79 | |
| 116 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 3458.3 | 130.9 | 452691.47 | |
| 117 | Mosque | ||||||
| 118 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 385.28 | 221.3 | 85262.464 | |
| 119 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 385.28 | 130.9 | 50433.152 | |
| 120 | DG Office | ||||||
| 121 | MRS, 9-53 (i) | Supply and installation of wooden ceiling incl. kail wood frame, 8mm / 12mm ply sheet, ash wood panels, and 6"x6" rafters. (Excluding Polish) | Sft | 486 | 399.85 | 194327.1 | |
| 122 | MRS, 13-7 | Providing and applying wooden polish on wooden surfaces (MDF / veneer / solid wood), including surface preparation, sanding, filling, staining (if required), and application of approved polish (melamine / PU / NC) with necessary sealers and finishes, complete in all respects as per approved sample | Sft | 486 | 81.984 | 39844.224 | |
| 123 | 12-26 | Providing and fixing 24" Deep Box type Wardrobe consisting of 3/4" thick UV coated MDF board(Medium density Fiber board) Sheet both side glazed shutters and box comprising of 3/4" thick laminated MDF sheet i/c the cost of 1mm thick PVC tape duly hot pressed on all edges of the shutters / panels / drawers etc., with machine i/c the cost of self closing blum type hinges, handles, screws, Glue and rawal plugs, Drawers & locking arrangement complete in all respect as approved and directed by Engineer Incharge | Sft | 80 | 1336.7 | 106936 | |
| 124 | Confernce Room | ||||||
| 125 | MRS, 9-53 (i) | Supply and installation of wooden ceiling incl. kail wood frame, 8mm / 12mm ply sheet, ash wood panels, and 6"x6" rafters. (Excluding Polish) | Sft | 580.5 | 399.85 | 232112.925 | |
| 126 | MRS, 13-7 | Providing and applying wooden polish on wooden surfaces (MDF / veneer / solid wood), including surface preparation, sanding, filling, staining (if required), and application of approved polish (melamine / PU / NC) with necessary sealers and finishes, complete in all respects as per approved sample | Sft | 580.5 | 81.984 | 47591.712 | |
| 127 | Tea Lounge | ||||||
| 128 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 672 | 221.3 | 148713.6 | |
| 129 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 672 | 130.9 | 87964.8 | |
| 130 | Waiting Area | ||||||
| 131 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 224 | 221.3 | 49571.2 | |
| 132 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 224 | 130.9 | 29321.6 | |
| 133 | Offices 03 nos | ||||||
| 134 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 571.5 | 221.3 | 126472.95 | |
| 135 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 571.5 | 130.9 | 74809.35 | |
| 136 | Kitchen | ||||||
| 137 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 302.12 | 221.3 | 66859.156 | |
| 138 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 302.12 | 130.9 | 39547.508 | |
| 139 | MRS 12-58 | Providing and fixing Vin board Kitchen cabinet 3/4" thick with drawers 3"deep in 'Kitchen including termite proofing and polishing with synthetic enamel as specified, with handles hinges,screws etc., complete in all respects. | |||||
| 140 | (iv) | 2' deep,with back | Sq.m | 11.291821561338 | 21326.55 | 240815.59711896 | |
| 141 | MRS 12-60 | P/F 3/4" dia heavy duty sliding bolt of specified material i/c the cost of hardware complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 142 | b (iii) | Brass 18" (450 mm) long | Each | 24 | 1840.3 | 44167.2 | |
| 143 | OP Room | ||||||
| 144 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 183.75 | 221.3 | 40663.875 | |
| 145 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 183.75 | 130.9 | 24052.875 | |
| 146 | Entrance / Stair area | ||||||
| 147 | MRS, 9-49 (ii) | Providing and fixing Gypsum Board Ceiling / Bulkhead (4' x 8') as per ASTM standard (C 1396) using sheet in size as specified, screwed (3.5mm x 25mm) to furring channel, including 0.5mm thick G.I wall angle (25 mmx25mm) along the perimeter of the ceiling, 0.5mm thick G.I furring channels,of 35 mm x 22 mm x 22mm, with lips of 10 mm, at 600mm c/c distance, fixed to 0.8mm thick primary G.I channels of (35 mm x 10 mm x 10mm) at 1200mm c/c distance, suspended from the soffit with 6mm adjustable threaded Screws fixed with steel expansion fasteners etc. with provision of ceiling fixtures, complete in all respects and as approved by the Engineer. All joints are sealed with premium quality fiberglass tape, joint filler, including rubbing, finishing complete in all respect. 12-mm thick | Sft | 410 | 221.3 | 90733 | |
| 148 | MRS, 9-51 | P/L false ceiling comprising of 5/8" thick plaster of paris sheet of required size in approved design with one line of 6" wide niche all around , hanging with Copper wire (16 SWG) duly enriched with POP and flaxen i/c the cost of making space for rope light/screws/jute/making holes for lights and rawal plugs complete in all respects as approved and directed by the Incharge.(Measurement will be made as per carpet Area). Cielling Grooves | Sft | 410 | 130.9 | 53669 | |
| 149 | Misc Works | ||||||
| 150 | Doors all Floors | Nos | |||||
| 151 | MRS 12-5 | 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 complete in all respect (Excluding the cost of sliding bolt,lock and chowkats (frame), etc.) as approved and directed by the Engineer Incharge | |||||
| 152 | d(i) | Yellowpine Wood 2" thick (50 mm) | Sqm | 188.12883806055 | 23299.8 | 4383364.3010433 | |
| 153 | MRS 12-18 | Providing and fixing 3"x4-1/2" chowkat for doors, windows and C windows, including holdfast, etc. | |||||
| 154 | E | Yellowpine Wood | Sqm | 100.54441234125 | 7297.95 | 733768.09404584 | |
| 155 | 12-57-d | Providing and fixing ornamental wooden architrave 1st Class 3"x1½" tapered to ¼" all along the door frame complete in all respect. (Ash Veneered) | Sqm | 88.816321221862 | 1977.4 | 175625.39358411 | |
| 156 | MRS 13-44 | Preparing surface and Lacquar polish to reveal wooden grains by application of multiple coats of wood sealer, sand papering with different no of sand papers and Lacquar to make glossy surface finish i/c the cost of cotton, thinner, wood sealer complete in all respects as approved and directed by the Engineer Incharge. | |||||
| 157 | i) Matt Finish | Sqm | 576.90613996786 | 2914.9 | 1681623.7073923 | ||
| 158 | MRS 12-64 | Providing and fixing imported mortice lever handle lock with back plate, including machine, cylinders, lever handles (pair), and back plate (pair) of approved quality, design, and finish, with all accessories to complete the job as per drawing and specification, complete in all respects as directed by the Engineer Incharge. | Each | 80 | 4569.55 | 365564 | |
| 159 | MRS 12-67 | Providing and fixing S.S Magnetic Door Stopper including cost of screws, rawal bolt, pvc plug etc., complete in all respect as per approved specifications and as approved by the Engineer incharge. | Each | 80 | 1164 | 93120 | |
| 160 | MRS 12-66 | Providing and laying Stainless Steel kick plate 18 swg (grade-304) of approved size, fixed with screws, complete in all respect as per Specifications, as approved and directed by the Engineer Incharge. | Sqm | 9.79 | 8250.75 | 80774.8425 | |
| 161 | MRS 12-61 | P/F heavy duty self closing blum type hinge having required degree of opening i/c the cost of hardware complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 162 | (ii) | Stainless steel | Each | 320 | 779.5 | 249440 | |
| 163 | MRS 12-62 | Providing and fixing automatic hydraulic operated door closer imported heavy duty complete in all respect as approved and directed by the Engineer Incharge. | Each | 57 | 5027 | 286539 | |
| 164 | MRS 12-63 | Providing and fixing heavy duty 3 mm thick SS Plate, die-cast metal automatic hydraulic operated door stopper (Concealed floor hinge ) embeded in floor i/c the cost of Top pivot hinge,hardware, cutting of floor and making it good complete in all respect as approved and directed by the Engineer Incharge. | Each | 16 | 9107 | 145712 | |
| 165 | MRS 12-58 | Providing and fixing box type Kitchen Cabinet consisting of 3/4"thick both side Laminated MDF sheet shutter and boxes and back of 3 mm thick laminated MDF sheet i/c the cost of PVC edge binding duly hot pressed on all edges of the shutters / panels etc., with machine i/c the cost of self closing blum type hinges S.S, handles, screws, Glue and rawal plugs, locking arrangement complete in all respect as approved and directed by Engineer Incharge. including Marble top parlino | Sqm | 17.47 | 56496.85174585 | 987000 | |
| 166 | Ground Floor | ||||||
| 167 | Reception | ||||||
| 168 | NSI | Stone Feature Walls | Sft | 28.5 | 3450 | 98325 | |
| 169 | NSI | Wall Alucobonds With Lights Effects (RECEPTION area) | Sft | 420 | 4419.2424 | 1856081.808 | |
| 170 | Lobby | ||||||
| 171 | NSI | Infinity Mirror Ceiling | Sft | 402 | 8740.248 | 3513579.696 | |
| 172 | NSI | 3D Effects With Alucobonds Sheets and Back Framing Wooden With HDF & Acrylic Pastings | Sft | 1126 | 6804.8016 | 7662206.6016 | |
| 173 | Officers Lounge | ||||||
| 174 | NSI | Feature Walls UV MDF / Decorative Textured MDF | Sft | 410 | 3436.9416 | 1409146.056 | |
| 175 | Working Areas (05 rooms 21.33' x 17.92') n G-F | ||||||
| 176 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of POP profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | Rft | 3220 | 70 | 225400 | |
| 177 | Forensic Lab | ||||||
| 178 | NSI | Ceiling Gypsum (Alucobond with CNC) | Sft | 2085.9228 | 6924.6096 | 14444201.045739 | |
| 179 | NSI | Door (Double Height) | Job | 1 | 345000 | 345000 | |
| 180 | NSI | Modular Carpet | Sft | 2085.9228 | 813.3864 | 1696661.2369699 | |
| 181 | NSI | Wall Alucobonds With Lights Effects or Acquistic Pannels (Forensic lab) | Sft | 3390 | 6289.9536 | 21322942.704 | |
| 182 | Basement Floor | ||||||
| 183 | Lobby | ||||||
| 184 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of POP profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | Rft | 1120 | 70 | 78400 | |
| 185 | Call Center, Hall, Waiting Area, Offices, Rooms and Entrance | ||||||
| 186 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of POP profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | Rft | 2966 | 70 | 207620 | |
| 187 | Mosque | ||||||
| 188 | NSI | Wall Framing SS Sheet CNC (Size 4'x6') | Job | 1 | 62100 | 62100 | |
| 189 | NSI | MDF CNC Jali With Golden Paint | Sft | 135 | 331.2 | 44712 | |
| 190 | NSI | Cement Board Member and Sides Front | Sft | 95 | 1173 | 111435 | |
| 191 | 1st Floor | ||||||
| 192 | Lobby | ||||||
| 193 | NSI | Gypsum Ceilings (Board Down and Center Up) | Sft | 402 | 510.6 | 205261.2 | |
| 194 | Wall Cladding/Textured MDF Sheet | Sft | 1105 | 4830 | 5337150 | ||
| 195 | DG Office | ||||||
| 196 | NSI | Feature Wall | Sft | 80 | 2864 | 229120 | |
| 197 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of POP profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | Rft | 240 | 70 | 16800 | |
| 198 | Confernce Room | ||||||
| 199 | NSI | Mirror Wall | Sft | 120 | 4247 | 509640 | |
| 200 | NSI | Wall Cladding/Textured MDF Sheet | Sft | 640 | 4706.9136 | 3012424.704 | |
| 201 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of POP profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | Rft | 270 | 70 | 18900 | |
| 202 | Tea Lounge | ||||||
| 203 | NSI | Feature wall/HDF | Sft | 350 | 2864 | 1002400 | |
| 204 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of POP profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | Rft | 280 | 70 | 19600 | |
| 205 | Waiting Area | ||||||
| 206 | NSI | Ceiling cornice HDF Sheet 3" to 4" | RFt | 59 | 579.6 | 34196.4 | |
| 207 | NSI | Ceiling cornice HDF Sheet 2.5" to 3" | RFt | 59 | 496.8 | 29311.2 | |
| 208 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of POP profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | Rft | 340 | 70 | 23800 | |
| 209 | Offices 03 nos | ||||||
| 210 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of POP profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | Rft | 670 | 70 | 46900 | |
| 211 | Toilet/PA room | ||||||
| 212 | NSI | Molding 40mm | Rft | 150 | 358.8 | 53820 | |
| 213 | Misc Works | ||||||
| 214 | NSI | Front Facad CNC Work as per 3D | sft | 1250 | 1334.4552 | 1668069 | |
| 215 | NSI | Front Elevation with matt finish | Sft | 1100 | 2889.3264 | 3178259.04 | |
| 216 | NSI | Providing and fixing premium quality Molding around window openings, including preparation of surface, fixing of PVC profiles/molds of approved design and size, joint finishing, smooth leveling, sanding and making good all edges, complete in all respects, ready to receive paint, as approved and directed by the Engineer-in-Charge. | M | 1042.3651325815 | 1181.2392 | 1231282.5553185 | |
| 217 | NSI | Supply, fabrication, and installation of CNC‑cut outdoor shade as per approved 3D design, Sand approved material shade structure to be finished with approved design , complete in all respects. | Sqm | 211.89591078067 | 79650.487392076 | 16877612.570068 | |
| 218 | BUILDING SPECIAL WORKS | ||||||
| 219 | NSI | Anti Blast Film (Pasting on Window) 200 Microns, Imported | Sqm | 371 | 5920.14 | 2196371.94 | |
| 220 | WATER SUPPLY AND PH WORKS | ||||||
| 221 | Non Scheduled Items | ||||||
| 222 | Basement | ||||||
| 223 | PVC pipe and Accessories | ||||||
| 224 | 23-15(a)-v | Providing, laying, testing and commissioning µ-PVC (Un plasticized Polyvinyl Chloride) Pressure pipe of nominal diameter conforming to PS- 3051/BS-3505, Dadex/Popular / Beta or approved complete. As approved and directed by the Engineer Incharge. equivalent manufacturer, i/c the cost of solvent and specials. Pipe 4 inch | R.m | 95.09 | 2804.85 | 266713.1865 | |
| 225 | 23-15 (a)-iv | Pipe 3" | R.m | 47.55 | 1685.95 | 80166.9225 | |
| 226 | 19-46 aii | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of Dadex /Popular/Beta or approved equivalent manufacturer, conforming to BS 4514 / BS 5255 including the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge | Nos | 12 | 619.6 | 7435.2 | |
| 227 | 23-15 (a)-iii | Pipe 2" | R.m | 31.7 | 794.55 | 25187.235 | |
| 228 | PPR Pipe and Accessories | ||||||
| 229 | 23-33 b (iii) | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex /Popular/ Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.Pipe 32mm | R.m | 142.639 | 531.7 | 75841.1563 | |
| 230 | 23-33 b (ii) | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex /Popular/ Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.Pipe 25mm | R.m | 71.3197 | 334.05 | 23824.345785 | |
| 231 | Ground Floor | ||||||
| 232 | PVC pipe and Accessories | ||||||
| 233 | 23-15(a)-v | Providing, laying, testing and commissioning µ-PVC (Un plasticized Polyvinyl Chloride) Pressure pipe of nominal diameter conforming to PS- 3051/BS-3505, Dadex/Popular / Beta or approved complete. As approved and directed by the Engineer Incharge. equivalent manufacturer, i/c the cost of solvent and specials. Pipe 4 inch | R.m | 110.94 | 2804.85 | 311170.059 | |
| 234 | 23-15 (a)-iv | Pipe 3" | R.m | 71.32 | 1685.95 | 120241.954 | |
| 235 | 19-46 bii | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of Dadex /Popular/Beta or approved equivalent manufacturer, conforming to BS 4514 / BS 5255 including the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge MFT 3" | Nos | 9 | 1046.1 | 9414.9 | |
| 236 | 19-46 aii | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of Dadex /Popular/Beta or approved equivalent manufacturer, conforming to BS 4514 / BS 5255 including the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge FT 3" | Nos | 16 | 619.6 | 9913.6 | |
| 237 | 23-15 (a)-iii | Pipe 2" | R.m | 47.55 | 794.55 | 37780.8525 | |
| 238 | NSI | Endcap 3" | Nos | 24 | 224 | 5376 | |
| 239 | PPR pipe and Accessories | ||||||
| 240 | 23-33 b (iii) | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex /Popular/ Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.Pipe 32mm | R.m | 166.413 | 531.7 | 88481.7921 | |
| 241 | 23-33 b (ii) | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex /Popular/ Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.Pipe 25mm | R.m | 95.093 | 334.05 | 31765.81665 | |
| 242 | 1st Floor | Nos | |||||
| 243 | PVC pipe and Accessories | ||||||
| 244 | 23-15(a)-v | Providing, laying, testing and commissioning µ-PVC (Un plasticized Polyvinyl Chloride) Pressure pipe of nominal diameter conforming to PS- 3051/BS-3505, Dadex/Popular / Beta or approved complete. As approved and directed by the Engineer Incharge. equivalent manufacturer, i/c the cost of solvent and specials. Pipe 4 inch | R.m | 142.63943919537 | 2804.85 | 400082.23102713 | |
| 245 | 23-15 (a)-iv | Pipe 3" | R.m | 95.09 | 1685.95 | 160316.9855 | |
| 246 | 19-46 aii | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of Dadex /Popular/Beta or approved equivalent manufacturer, conforming to BS 4514 / BS 5255 including the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge | Nos | 20 | 619.6 | 12392 | |
| 247 | 23-15 (a)-iii | Pipe 2" | R.m | 55.47 | 794.55 | 44073.6885 | |
| 248 | PPR pipe and Accessories | ||||||
| 249 | 23-33 b (iii) | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex /Popular/ Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.Pipe 32mm | R.m | 198.11 | 531.7 | 105335.087 | |
| 250 | 23-33 b (ii) | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe (Dadex /Popular/ Beta or approved equivalent manufacturer, with specified pressure rating PN (PRESSURE NOMINAL)and conforming to DIN 8077-8078 code i/c cost of solvent, specials,making jharries complete in all respect as approved and directed by Engineer Incharge.Pipe 25mm | R.m | 110.942 | 334.05 | 37060.1751 | |
| 251 | Water Tank Connection | ||||||
| 252 | 23-15(a)-iii | Pipe 2" for tank | R.m | 31.7 | 794.55 | 25187.235 | |
| 253 | PVC for Ducting | ||||||
| 254 | 23-15(a)-vi | Providing, laying, testing and commissioning µ-PVC (Un plasticized Polyvinyl Chloride) Pressure pipe of nominal diameter conforming to PS- 3051/BS-3505, Dadex/Popular / Beta or approved complete. As approved and directed by the Engineer Incharge. equivalent manufacturer, i/c the cost of solvent and specials. Pipe 6 inch | R.m | 39.622066443158 | 4031.3 | 159728.4364523 | |
| 255 | Duct PPRC (inpendent multi riser system) | ||||||
| 256 | 23-15(a)-iii | Pipe 2" | R.m | 95.09 | 794.55 | 75553.7595 | |
| 257 | 19-50 iii | Providing/fixing Gas water heater (Geyser) of specified capacity, comprising of water tank made of 14 SWG steel sheet and cover with 20 SWG MS sheet, best quality make of Corona/Ambassador / Super Asia / Canon or approved equivalent manufacturer i/c the cost of non return valve,imported thermostate,G.I. accessories, safety valve and making connection with existing water supply pipe line complete in all respects as approved and directed by the Engineer Incharge. | Nos | 3 | 80597.65 | 241792.95 | |
| 258 | NSI | Reducer | Nos | 24 | 287 | 6888 | |
| 259 | Core Cut | ||||||
| 260 | NSI | Basement | Nos | 10 | 2000 | 20000 | |
| 261 | NSI | Ground Floor | Nos | 12 | 2000 | 24000 | |
| 262 | NSI | 1st Floor | Nos | 20 | 2000 | 40000 | |
| 263 | NSI | Rooftop | Nos | 18 | 2500 | 45000 | |
| 264 | NSI | Endcap 3" basement | Nos | 18 | 224 | 4032 | |
| 265 | NSI | Endcap 4" GF | Nos | 18 | 403.2 | 7257.6 | |
| 266 | NSI | Endcap 4" FF | Nos | 24 | 403.2 | 9676.8 | |
| 267 | EXTERNAL SEWERAGE SYSTEM | ||||||
| 268 | Schedule Items | ||||||
| 269 | Sewerage Works | ||||||
| 270 | 19-44 (iii) | u-PVC Soil, Vent and waste pipe 50 mm dia | Mtrs | 333.58178861789 | 340.9 | 113718.03173984 | |
| 271 | 19-44(iv) | u-PVC Soil and waste pipe 82 mm dia | Nos | 201.21756097561 | 526.8 | 106001.41112195 | |
| 272 | 19-44(v) | u-PVC Soil and waste pipe 110mm dia | Mtrs | 177.0243902439 | 834.15 | 147664.89512195 | |
| 273 | 9-20-a | 4" Cast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:- | Mtrs | 8 | 2325.19 | 18601.52 | |
| 274 | 9-22 | Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting. | Each | 24 | 1009.33 | 24223.92 | |
| 275 | 21-1(iii) | Providing and laying R.C.C. pipe, moulded with cement concrete 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. | Mtr | 3 | 2186.21 | 6558.63 | |
| 276 | Brick Manholes including Covers up to 6 feet Depth, Dia 5' ) (4 feet Depth, Dia 4') | ||||||
| 277 | MRS, 3-21ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). | Cum | 4.246885617214 | 603.55 | 2563.2078142695 | |
| 278 | MRS, 3-5i +3-17c | Earth filling as in Ordinary or hard soil, filling in foundation, pipe trenches, shafts, wells, independent holes, under floors or around plinths etc., 1.5 M below or above Ground Level (GL), with spoil obtained from excavation in trenches/over areas within 50M including watering and compaction in 150 mm layer and dressing to required profile and shape. (For every ¼ mile (400 m) additional lead or part thereof , beyond one mile (1.6 Km.) upto 5 mile (8 Km). | Cum | 1 | 412.35 | 412.35 | |
| 279 | MRS 18-3 | Providing and laying Sub-Base Course / Granular Fill of brick aggregate, including compaction of sub-base course material to required depth, camber, grade & density. | Cum | 0.74 | 3840.8 | 2842.192 | |
| 280 | 7-4i | Burnt brick work, in walls 115 mm thick, laid and jointed in CM 1:3, straight or to curve with inner radius of 6m and over, up to roof level. | Cum | 7.5 | 15661.9 | 117464.25 | |
| 281 | MRS, 6-5i | Cement concrete plain (1:4:8) including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) (All leads & Carriage included) | Cum | 0.65 | 13632.48 | 8861.112 | |
| 282 | MRS, 6-6c | Providing and laying of RCC with 3000 psi compressive cylindrical strength in different structural elements (foundation etc.) including form work all as specified. Reinforcement measured and paid separately. 1:2:4 TYPE-C (All leads & Carriage included) For Covers | Cum | 0.85 | 28170.77 | 23945.1545 | |
| 283 | MRS, 6-12ii | 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) Deformed Bars Grade 60 | kg | 75 | 308.2785 | 23120.8875 | |
| 284 | 11-8b | Cement Plaster 1:3, 13 mm thick finished as specified (Basement, GF, FF, boundry wall) | Sqm | 19.09 | 560.25 | 10695.1725 | |
| 285 | 21-3 ai | Providing and laying R.C.C. pipe sewers, moulded with cement Chapter - 8 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. 12" | M | 90 | 2982.2 | 268398 | |
| 286 | 21-3 aii | Providing and laying R.C.C. pipe sewers, moulded with cement Chapter - 8 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. 15" | M | 70 | 3979.15 | 278540.5 | |
| 287 | 21-1 iii | Connecting new sewer/drainage line to existing sewerage line, including excavation, cutting into existing sewer, jointing, making connections watertight, benching where required, backfilling, disposal of excavated material and making good disturbed surfaces complete as directed by Engineer-in-Charge. 9" | M | 55 | 1990.15 | 109458.25 | |
| 288 | 21-17 | Desilting of disposal work collecting tank, including removal of sludge within 8KM | Cu.m | 99 | 1362.8 | 134917.2 | |
| 289 | FITTING FIXTURES, FAUCETS | ||||||
| 290 | Acessories for Concield Body | ||||||
| 291 | 19-49 | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal or approved equvilent manufacturer, comprising of 3-No Tee stop cocks, lever type 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 | |||||
| 292 | 19-49 (i) | 3 No Tee Stop Cock (set) | Nos | 24 | 2267 | 54408 | |
| 293 | Bath Acessories | ||||||
| 294 | Commodes | ||||||
| 295 | 19-3 b(iii) | 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 Basement | Nos | 5 | 59851.1 | 299255.5 | |
| 296 | 19-3 b(iii) | 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 GF | Nos | 6 | 59851.1 | 359106.6 | |
| 297 | Vanities | ||||||
| 298 | 19-7 (v) | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including rawal bolt set, waste pipe and waste coupling, etc. Basement | Nos | 5 | 13047.55 | 65237.75 | |
| 299 | 19-7 (v) | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including rawal bolt set, waste pipe and waste coupling, etc. GF | Nos | 6 | 13047.55 | 78285.3 | |
| 300 | 19-7 (v) | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including rawal bolt set, waste pipe and waste coupling, etc. FF | Nos | 4 | 13047.55 | 52190.2 | |
| 301 | 19-7 (v) | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including rawal bolt set, waste pipe and waste coupling, etc. | Nos | 4 | 13047.55 | 52190.2 | |
| 302 | Faucets & Acessories | ||||||
| 303 | Basement | ||||||
| 304 | 19-20 | Providing and fixing Bathroom Accessories (7-piece set) Master brand One Cosmetic Shelf, One Towel rod with bracket, One soap dish, One double hook, One towel ring, brush holder, toilet paper holder & looking glass i/c the cost of hardwares etc complete in all respect as approved and directed by the Engineer incharge. | |||||
| 305 | 19-20 i | Plastic soap dish | 5 | 1380 | 6900 | ||
| 306 | 19-20 ii | Plastic toilet paper holder | 5 | 1035 | 5175 | ||
| 307 | 19-20 iii | Plastic tower rail | 5 | 1610 | 8050 | ||
| 308 | 19-20 vii | Towel ring | 5 | 690 | 3450 | ||
| 309 | Ground floor | ||||||
| 310 | 19-20 | Providing and fixing Bathroom Accessories (7-piece set) Master brand One Cosmetic Shelf, One Towel rod with bracket, One soap dish, One double hook, One towel ring, brush holder, toilet paper holder & looking glass i/c the cost of hardwares etc complete in all respect as approved and directed by the Engineer incharge. | |||||
| 311 | 19-20 i | Plastic soap dish | 6 | 1380 | 8280 | ||
| 312 | 19-20 ii | Plastic toilet paper holder | 6 | 1035 | 6210 | ||
| 313 | 19-20 iii | Plastic tower rail | 6 | 1610 | 9660 | ||
| 314 | 19-20 vii | Towel ring | 6 | 690 | 4140 | ||
| 315 | 1st Floor | ||||||
| 316 | 19-7 (v) | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including rawal bolt set, waste pipe and waste coupling, etc. | Nos | 8 | 13047.55 | 104380.4 | |
| 317 | 19-20 | Providing and fixing Bathroom Accessories (7-piece set) Master brand One Cosmetic Shelf, One Towel rod with bracket, One soap dish, One double hook, One towel ring, brush holder, toilet paper holder & looking glass i/c the cost of hardwares etc complete in all respect as approved and directed by the Engineer incharge. | |||||
| 318 | 19-20 i | Plastic soap dish | 8 | 1380 | 11040 | ||
| 319 | 19-20 ii | Plastic toilet paper holder | 8 | 1035 | 8280 | ||
| 320 | 19-20 iii | Plastic tower rail | 8 | 1610 | 12880 | ||
| 321 | 19-20 v | Plastic Brush holder | 8 | 1035 | 8280 | ||
| 322 | 19-20 vii | Towel ring | 8 | 690 | 5520 | ||
| 323 | Acessories for Concield Body | ||||||
| 324 | NSI | 1st Floor Wall Hang | Nos | 4 | 298200 | 1192800 | |
| 325 | NSI | 1st Floor Floor Mount | Nos | 4 | 112890 | 451560 | |
| 326 | Basement | ||||||
| 327 | NSI | Vanity Mixer Porta | Nos | 5 | 35500 | 177500 | |
| 328 | NSI | Toilet Shower Porta | Nos | 5 | 6390 | 31950 | |
| 329 | NSI | Tee Cock | Nos | 20 | 3124 | 62480 | |
| 330 | NSI | Looking Mirror | Nos | 5 | 21300 | 106500 | |
| 331 | NSI | Tissue Paper Holder | Nos | 5 | 10650 | 53250 | |
| 332 | NSI | Floor Waste | Nos | 16 | 13064 | 209024 | |
| 333 | NSI | Soap Dispenser | Nos | 5 | 18460 | 92300 | |
| 334 | NSI | Coat Hook | Nos | 10 | 7384 | 73840 | |
| 335 | NSI | Loose Acessories (Cp Nosel etc.) | Nos | 5 | 11360 | 56800 | |
| 336 | Ground floor | ||||||
| 337 | NSI | Vanity Mixer | Nos | 6 | 35500 | 213000 | |
| 338 | NSI | Toilet Shower | Nos | 6 | 6390 | 38340 | |
| 339 | NSI | Tee Cock | Nos | 24 | 3124 | 74976 | |
| 340 | NSI | Looking Mirror | Nos | 6 | 21300 | 127800 | |
| 341 | NSI | Floor Waste | Nos | 18 | 13064 | 235152 | |
| 342 | NSI | Soap Dispenser E Sense | Nos | 6 | 18460 | 110760 | |
| 343 | NSI | Coat Hook | Nos | 12 | 7384 | 88608 | |
| 344 | NSI | loose Acessories (Cp Nosel etc) | Nos | 6 | 11360 | 68160 | |
| 345 | NSI | Hand Dryer | Nos | 3 | 45440 | 136320 | |
| 346 | 1st Floor | ||||||
| 347 | NSI | Vanity MixerCervit exclusive boravit/eivit/licata/zilver/marachi | Nos | 8 | 68160 | 545280 | |
| 348 | NSI | Toilet Shower | Nos | 8 | 9230 | 73840 | |
| 349 | NSI | Toilet Mixer H/C | Nos | 8 | 39760 | 318080 | |
| 350 | NSI | Tee Cock | Nos | 24 | 3124 | 74976 | |
| 351 | NSI | Looking Mirror | Nos | 8 | 21300 | 170400 | |
| 352 | NSI | Floor Waste | Nos | 18 | 13064 | 235152 | |
| 353 | NSI | Soap Dispenser | Nos | 6 | 18460 | 110760 | |
| 354 | NSI | Coat Hook | Nos | 13 | 7384 | 95992 | |
| 355 | NSI | Loose Acessories (Cp Nosel etc) | Nos | 8 | 11360 | 90880 | |
| 356 | NSI | Hand Dryer Simons | Nos | 8 | 45440 | 363520 | |
| 357 | ELECTRIC WORKS | ||||||
| 358 | Internal Electrification | ||||||
| 359 | 24 (3a-iii) | Supply and erection of PVC pipe for wiring recessed in walls, including inspection boxes, pull boxes, hooks, cutting jharries, and repairing surface, etc., complete with all specials. 25 mm dia | Meter | 1450 | 459.75 | 666637.5 | |
| 360 | 24 (3a-v) | Supply and erection of PVC pipe for wiring recessed in walls, including inspection boxes, pull boxes, hooks, cutting jharries, and repairing surface, etc., complete with all specials. 40 mm dia | Meter | 246 | 646.25 | 158977.5 | |
| 361 | 24 (105-aiv) | Three pin Light Plug 10/13 Amp | Point | 200 | 754.45 | 150890 | |
| 362 | 24 (9-iii) | Supply and erection of single core PVC insulated, PVC sheathed copper conductor, 250/440 volts grade cable (BSS-2004), in prelaid PVC pipes M.S.conduit/G.I.pipe/wooden strip batten/wooden casing and capping/trenches, etc. (rate for cable only):-volts (7/0.029") 2.5 mm2 Cable | Meter | 3550 | 180.2 | 639710 | |
| 363 | 24 (9-iv) | Supply and erection of single core PVC insulated, PVC sheathed copper conductor, 250/440 volts grade cable (BSS-2004), in prelaid PVC pipes M.S.conduit/G.I.pipe/wooden strip batten/wooden casing and capping/trenches, etc. (rate for cable only):-volts (7/0.036") 4 mm2 Cable | Meter | 800 | 248.4 | 198720 | |
| 364 | 24 (9-v) | Supply and erection of single core PVC insulated, PVC sheathed copper conductor, 250/440 volts grade cable (BSS-2004), in prelaid PVC pipes M.S.conduit/G.I.pipe/wooden strip batten/wooden casing and capping/trenches, etc. (rate for cable only):-volts (7/0.044") 6 mm2 Cable | Meter | 615 | 345.15 | 212267.25 | |
| 365 | 24 (9-vi) | Supply and erection of single core PVC insulated, PVC sheathed copper conductor, 250/440 volts grade cable (BSS-2004), in prelaid PVC pipes M.S.conduit/G.I.pipe/wooden strip batten/wooden casing and capping/trenches, etc. (rate for cable only):-volts (7/0.064") 10 mm2 Cable | Meter | 250 | 814.7 | 203675 | |
| 366 | 24 (11-c-vii) | Supply and erection of PVC insulated, PVC sheathed copper conductor cables for service connection, in prelaid pipe/G.I. wire/trenches, etc Four core, 250/440 volts (7/0.064") 16 mm2 Cable | Meter | 55 | 3119.45 | 171569.75 | |
| 367 | 24 (11-c-viii) | Supply and erection of PVC insulated, PVC sheathed copper conductor cables for service connection, in prelaid pipe/G.I. wire/trenches, etc Four core, 250/440 volts (19/0.052") 25 mm2 Cable | Meter | 50 | 4805.15 | 240257.5 | |
| 368 | 24 (11-c-ix) | Supply and erection of PVC insulated, PVC sheathed copper conductor cables for service connection, in prelaid pipe/G.I. wire/trenches, etc Four core, 250/440 volts (19/0.064") 35 mm2 Cable | Meter | 100 | 6469.8 | 646980 | |
| 369 | 24 (11-c-xv) | Supply and erection of PVC insulated, PVC sheathed copper conductor cables for service connection, in prelaid pipe/G.I. wire/trenches, etc Four core, 250/440 volts (37/103") 185 mm2 Cable | Meter | 50 | 32953.3 | 1647665 | |
| 370 | 24 (3-a-vi) | Supply and erection of PVC pipe for wiring recessed in walls, including inspection boxes, pull boxes, hooks, cutting jharries, and repairing surface, etc., complete with all specials. 50 mm dia | Meter | 250 | 793.65 | 198412.5 | |
| 371 | 24 (3-a-vii) | Supply and erection of PVC pipe for wiring recessed in walls, including inspection boxes, pull boxes, hooks, cutting jharries, and repairing surface, etc., complete with all specials. 80 mm dia | Meter | 50 | 1000.3 | 50015 | |
| 372 | 24 (3-a-viii) | Supply and erection of PVC pipe for wiring recessed in walls, including inspection boxes, pull boxes, hooks, cutting jharries, and repairing surface, etc., complete with all specials. 100 mm dia | Meter | 50 | 1264.6 | 63230 | |
| 373 | 24 (105-a-i) | P/F PVC double layer Switch kit face plate with specified switch holes i/c the cost of switches / sockets / dimmer made of Legrand/ ABB /Schenider or approved equvilent manufacturer, screws complete in all respect, as approved and directed by the Engineer Incharge One Gang Switch (Small) | |||||
| 374 | 01 Gange | Each | 292 | 463.2 | 135254.4 | ||
| 375 | 24(102-b-i) | 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. Steel body 12" sweep | Each | 5 | 5516.75 | 27583.75 | |
| 376 | 24(S-102-a-ii) | 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. Plastic body 12" dia | Each | 18 | 5686.5 | 102357 | |
| 377 | 24(103-ii) | 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. 24"dia | Each | 12 | 10703 | 128436 | |
| 378 | 24(30) | Supply and erection of call bell 220/250 volts, fixed on teak wood board 17.5x10 cm (7"x4"). | Each | 20 | 737.45 | 14749 | |
| 379 | 24 (105-a-i) | One gang switch, | Each | 11 | 463.2 | 5095.2 | |
| 380 | 24(105-a-ii) | Two gang switch, | Each | 20 | 704.4 | 14088 | |
| 381 | 24(105-a-iv) | Three pin Light Plug 10/13 Amp | Each | 20 | 754.45 | 15089 | |
| 382 | 24(105-a-v) | Telephone / TV/Datacable socke | Each | 40 | 662.45 | 26498 | |
| 383 | 24(105-a-vi) | Fan dimmer | Each | 740.6 | |||
| 384 | 24(105-a-vii) | Bell push | Each | 20 | 598.2 | 11964 | |
| 385 | 24(105-b-i) | Four gang switch, | Each | 30 | 981.25 | 29437.5 | |
| 386 | 24(105-b-ii) | Five gang switch, | Each | 10 | 1151.35 | 11513.5 | |
| 387 | 24(105-b-iii) | six gang switch, | Each | 20 | 1405.85 | 28117 | |
| 388 | 24(105-c-i) | One gang switch, 2 way Switch | Each | 5 | 499.9 | 2499.5 | |
| 389 | 24(86-b-vii) | 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 or approved equivalent manufacturer (with fixed ThermalMagnetic 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 Four Pole 300-630 Amp(50 KA) | Each | 1 | 189035.05 | 189035.05 | |
| 390 | 24(86-b-iv) | 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 or approved equivalent manufacturer (with fixed ThermalMagnetic 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 Four Pole 125-250 Amp(25 KA) | Each | 2 | 39467.4 | 78934.8 | |
| 391 | 24(87-a-v) | 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 or approved equivalent manufacturer (with fixed ThermalMagnetic 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 200-250 Amp(36 KA) | Each | 2 | 49566 | 99132 | |
| 392 | 24(85-a-iii) | Suppling,Installation and comissioning of MCB (Miniature Circuit Breaker) of specified rating made of LEGRAND FRANCE/ GE U.S.A / SCHNEIDER GERMANY /SIEMEN GERMAN/TERASAKI JAPAN/ ABB SWITZERLAND or approved equivalent manufacturer in prelaid DBs and Panels i/c the cost of screwes,necessary wire complete in all respect as approved and directed by the Engineer Incharge (6-63 amp circut breaker) (10KA) | Each | 90 | 1459.05 | 131314.5 | |
| 393 | 24(86-a-iii) | 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 or approved equivalent manufacturer (with fixed ThermalMagnetic 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. Triple Pole 15-100 Amp (18 KA) | Each | 4 | 12172.95 | 48691.8 | |
| 394 | 24(117) | Earthing of iron clad/aluminum switches, etc. with G.I. wire No. 8 SWG in G.I. pipe 15 mm (½") dia, recessed or on surface of wall and floor, complete with 1.5 metre long G.I. pipe, 50 mm (2") dia with reducing socket 4 to 5 metre below ground level, and 2 metre away from building plinth. | Job | 6 | 14113.55 | 84681.3 | |
| 395 | 24(85-a-iii) | Suppling,Installation and comissioning of MCB (Miniature Circuit Breaker) of specified rating made of LEGRAND FRANCE/ GE U.S.A / SCHNEIDER GERMANY /SIEMEN GERMAN/TERASAKI JAPAN/ ABB SWITZERLAND or approved equivalent manufacturer in prelaid DBs and Panels i/c the cost of screwes,necessary wire complete in all respect as approved and directed by the Engineer Incharge (6-63 amp circut breaker) (10 KA) | Each | 40 | 1459.05 | 58362 | |
| 396 | 24(117) | Earthing of iron clad/aluminum switches, etc. with G.I. wire No. 8 SWG in G.I. pipe 15 mm (½") dia, recessed or on surface of wall and floor, complete with 1.5 metre long G.I. pipe, 50 mm (2") dia with reducing socket 4 to 5 metre below ground level, nd 2 metre away from building plinth. | Each | 2 | 14113.55 | 28227.1 | |
| 397 | 24(85-a-iii) | Suppling,Installation and comissioning of MCB (Miniature Circuit Breaker) of specified rating made of LEGRAND FRANCE/ GE U.S.A / SCHNEIDER GERMANY /SIEMEN GERMAN/TERASAKI JAPAN/ ABB SWITZERLAND or approved equivalent manufacturer in prelaid DBs and Panels i/c the cost of screwes,necessary wire complete in all respect as approved and directed by the Engineer Incharge (6-63 amp circut breaker) (10 KA) | Each | 30 | 1459.05 | 43771.5 | |
| 398 | 24(117) | Earthing of iron clad/aluminum switches, etc. with G.I. wire No. 8 SWG in G.I. pipe 15 mm (½") dia, recessed or on surface of wall and floor, complete with 1.5 metre long G.I. pipe, 50 mm (2") dia with reducing socket 4 to 5 metre below ground level, | Each | 6 | 14113.55 | 84681.3 | |
| 399 | Internal Building Electric Works | ||||||
| 400 | NS | One light/fan point controlled by one switch, wiring complete, with PVC single core cable 1.5 mm²,Concealed in PVC Conduit, supply and fixing. | Point | 200 | 6417 | 1283400 | |
| 401 | NS | Add for each additional light point , one bell point on same switch circuit/ additional circuit, controlled by more than one push switch, wiring complete with PVC single core cable 1.5 mm,² in concealed pvc conduit, supply and fixing. | Point | 97 | 3985 | 386545 | |
| 402 | NS | One light point controlled by One way switch wiring complete with PVC single core cable 1.5mm2 in concealed PVC conduit, stove enameled S/F. (Stairs) | Point | 5 | 6417 | 32085 | |
| 403 | NS | One light point controlled by two way switch wiring complete with PVC single core cable 1.5mm2 in concealed PVC conduit, stove enameled S/F. (Stairs) | Point | 4 | 3098 | 12392 | |
| 404 | NS | One three pin socket outlet, 15 A, point controlled by one switch, wiring complete with PVC single core cable 2.5 mm², in concealed pvc conduit, including earth wire, supply and fixing. | Point | 12 | 7767 | 93204 | |
| 405 | NS | Lights Internal | |||||
| 406 | NS | LED fancy type customized mirror light, (Mirror light). | Each | 20 | 4899 | 97980 | |
| 407 | NS | LED Recessed Panel light 15 watts, (Room Ceilings) | Each | 160 | 4787 | 765920 | |
| 408 | NS | Fancy wall light | Each | 35 | 9575 | 335125 | |
| 409 | NS | Wall light 20 Watt LED | Each | 8 | 27121 | 216968 | |
| 410 | NS | Security light 20 Watts | Each | 24 | 17112 | 410688 | |
| 411 | NS | Rope Light | Mtr | 39 | 4416 | 172224 | |
| 412 | NS | Hanging light | Each | 10 | 15787 | 157870 | |
| 413 | NS | Water Proof Light | Each | 10 | 12972 | 129720 | |
| 414 | NS | AC wall socket 20 Amps | Each | 26 | 8666 | 225316 | |
| 415 | NS | Digital Electric Meter AC 220/250 V, 3 phase, 50 cycle up to | Each | 1 | 54717 | 54717 | |
| 416 | NS | LED Recessed panel light 6/7 watts | Each | 44 | 1461 | 64284 | |
| 417 | NS | LED Recessed Panel light 12 watts(Corridor) | Each | 40 | 2128 | 85120 | |
| 418 | NS | Wall Fancy Bracket Light | Each | 8 | 22981 | 183848 | |
| 419 | NS | Garden Light | Each | 25 | 8638 | 215950 | |
| 420 | NS | Main Gate Pillar Light | Each | 4 | 5844 | 23376 | |
| 421 | NS | Stair Case Lights | Each | 20 | 607.2 | 12144 | |
| 422 | NS | Providing and fixing Fancy type approved Copper winded Ceiling Fan i/c the cost of necessary cable and hardware for connection as approved and directed by Engineer Incharge 56" dia | Each | 3 | 45057 | 135171 | |
| 423 | MAIN PANEL | ||||||
| 424 | NS | Feeder Pillar Cabin, size 600 x 450 x 900 mm, made of steel sheet (14 BG) and angle iron frame size 38 x 38 mm, with water resistance, hinged cover having locking arrangement, duly painted of approved quality, consisting of hard drawn insulated copper bus-bars 4 no's, capacity 800 -1000 A, mounted on good quality porcelain base/cleats with brass nut / bolts off sizes, drilled holes of appropriate size for inlets and outlets cables, earthing jointing system, foundation of PCC 1:2:4 and suitable arrangement for breakers incoming and out-going, (excluding cost of breaker) , supply and fixing. | |||||
| 425 | NS | Same as item 25-915, but 400 - 600 A. | Each | 1 | 119234 | 119234 | |
| 426 | NS | Special Earth for transformers, HT and LT, switchgear for areas having water table up to 12 M depth, supply and fixing vide Para 25.4 of Specifications. | Each | 2 | 132680 | 265360 | |
| 427 | NS | Indication Lights (Main Panel Building) | Each | 3 | 1314 | 3942 | |
| 428 | NS | DB 1 LIGHT CIRCUITS (GROUND FLOOR) | |||||
| 429 | NS | Distribution Board, steel sheet (16 BG) with hinged over, having locking arrangement, enamel painted, suitable for housing of different capacities of MCCBs etc. (as required), supply and fixing. | Sqm | 0.3 | 69845 | 20953.5 | |
| 430 | NS | Indication Lights (DB 1) | Each | 3 | 730 | 2190 | |
| 431 | NS | DB 2 SOCKETS AND POWER CIRCUITS (GROUND FLOOR) | |||||
| 432 | NS | Distribution Board, steel sheet (16 BG) with hinged over, having locking arrangement, enamel painted, suitable for housing of different capacities of MCCBs etc. (as required), supply and fixing. | Sqm | 0.5 | 38803 | 19401.5 | |
| 433 | NS | MMCB TP, 63 A | Each | 1 | 8388 | 8388 | |
| 434 | NS | DB 3 AC CIRCUITS (FIRST FLOOR) | |||||
| 435 | NS | Distribution Board, steel sheet (16 BG) with hinged over, having locking arrangement, enamel painted, suitable for housing of different capacities of MCCBs etc. (as required), supply and fixing. | Sqm | 0.7 | 69845 | 48891.5 | |
| 436 | NS | Indication Lights (DB 2 First Floor) | Each | 3 | 1314 | 3942 | |
| 437 | NS | DB 4 POWE AND AC SOCKET ( second Floor) | |||||
| 438 | NS | Distribution Board, steel sheet (16 BG) with hinged over, having locking arrangement, enamel painted, suitable for housing of different capacities of MCCBs etc. (as required), supply and fixing. | Sqm | 0.75 | 69845 | 52383.75 | |
| 439 | Dismantling and removing Existing D.B Box area including disconnecting electrical fittings where required, breaking and dismantling burnt brick masonry around D.P box / opening, cutting and removing frame / supports, dressing edges, removing debris and unserviceable material from site to approved dumping place complete as directed by Engineer-in-Charge. | Nos | 2 | 10956 | 21912 | ||
| 440 | Providing and fixing LED rope light of approved quality on ceilings, facades or decorative grooves, including PVC/aluminium channel (if required), wiring, connectors, driver/transformer, testing, commissioning, and complete installation as per approved design and Engineer’s instructions. | M | 1571 | 149.95 | 235571.45 | ||
| 441 | Geysers (30-35 Gallons) Canon | Nos | 1 | 58097.65 | 58097.65 | ||
| 442 | Circulation Pump 0.5 HP | Nos | 1 | 75684 | 75684 | ||
| 443 | Testing and Commissioning of Pumps and Water Supply System | Job | 1 | 335426 | 335426 | ||
| 444 | Proximity Sensors with Machine, Channels at Main and Forensic Lab Entrance | Nos | 2 | 592228 | 1184456 | ||
| 445 | Copper Conduiting for ACs | ||||||
| 446 | NS | Copper Conduiting for Acs | M | 176 | 12670 | 2229920 | |
| 447 | FA, CCTV, PA AND IT NET WORKING | ||||||
| 448 | CCTV | ||||||
| 449 | NSI | Bullet Camera 4 MP Hikvision 80 Meter IR | Each | 15 | 43865 | 657975 | |
| 450 | NSI | Dome type cameras 4 MP Hikvision 30 M IR | Each | 16 | 37709 | 603344 | |
| 451 | NSI | PTZ Camera 4 MP Hikvision 25 x OZ | Each | 1 | 157761 | 157761 | |
| 452 | NSI | Cat-6 Cable Hikvision 23 AWG | Mtr | 1200 | 254 | 304800 | |
| 453 | NSI | Cable Laying | Mtr | 1200 | 154 | 184800 | |
| 454 | NSI | 25 mm Dia PVC Conduit | Mtr | 650 | 231 | 150150 | |
| 455 | NSI | POE Networking Switch 8 Port GB Hikvision | Each | 8 | 29090 | 232720 | |
| 456 | NSI | NVR 64 Channel Hikvision | Each | 1 | 323217 | 323217 | |
| 457 | NSI | HDD 8 T.B Survellience Seagate/WD | Each | 2 | 146525 | 293050 | |
| 458 | NSI | LED SCREEN 65" TCL | Each | 1 | 254880 | 254880 | |
| 459 | NSI | POE Outdoor box | Each | 8 | 5387 | 43096 | |
| 460 | NSI | HDMI 10 M Fiber | Each | 1 | 14622 | 14622 | |
| 461 | NSI | Accessories (Mouse, Connector, Power Connectors, PDU etc) | Job | 1 | 40579 | 40579 | |
| 462 | NSI | Logitech Video Conferncing | Job | 1 | 384783 | 384783 | |
| 463 | NSI | Installation, Testing and Commissioning | Job | 1 | 162932 | 162932 | |
| 464 | FIRE ALARM | ||||||
| 465 | NSI | Addressable Smoke Detector Dahua | Each | 60 | 6926 | 415560 | |
| 466 | NSI | Addressable Heat Detector Dahua | Each | 2 | 6926 | 13852 | |
| 467 | NSI | Addressable Manual Call point Dahua | Each | 8 | 6926 | 55408 | |
| 468 | NSI | Addressable Sounder Dahua | Each | 8 | 6926 | 55408 | |
| 469 | NSI | Addressable Fire Alarm Control Panel with Battery Backup Dahua | Each | 1 | 377087 | 377087 | |
| 470 | NSI | Fire Resistence 2 Core 1.5 sqmm Copper Cable Pakistan Cable | Mtr | 1200 | 1000 | 1200000 | |
| 471 | NSI | Cable Laying | Mtr | 1200 | 154 | 184800 | |
| 472 | NSI | 25 mm Dia PVC Conduit Popular | Mtr | 1200 | 231 | 277200 | |
| 473 | NSI | Installation, Testing and Commissioning | Job | 1 | 162932 | 162932 | |
| 474 | Public Address System | ||||||
| 475 | NSI | Ceiling speaker 9" Dia ITC, 9 W | Each | 10 | 11543 | 115430 | |
| 476 | NSI | Mike ITC | Each | 1 | 40787 | 40787 | |
| 477 | NSI | Amplifier ITC 6 x Zones, 350 W | Each | 1 | 347597 | 347597 | |
| 478 | NSI | PA system imported cable 40/76, AIWA | Mtr | 420 | 231 | 97020 | |
| 479 | NSI | Cable Laying | Mtr | 420 | 154 | 64680 | |
| 480 | NSI | Installation, Testing and Commissioning | Job | 1 | 80588 | 80588 | |
| 481 | NSI | 25 mm Dia PVC Conduit | Mtr | 400 | 231 | 92400 | |
| 482 | NSI | Installation, Testing and Commissioning | Job | 1 | 85813 | 85813 | |
| 483 | IT Neworking | ||||||
| 484 | NSI | Manageable POE Nework switch 48 Port, Rujie | Each | 9 | 207783 | 1870047 | |
| 485 | NSI | Patch Panel 24 port Loaded, Baynet | Each | 12 | 37709 | 452508 | |
| 486 | NSI | Cable Manager, Baynet | Each | 12 | 11543 | 138516 | |
| 487 | NSI | PDU, Baynet | Each | 8 | 19239 | 153912 | |
| 488 | NSI | Patch Cord 1.5 meter, Baynet | Each | 250 | 1154 | 288500 | |
| 489 | NSI | Patch Cord 3 meter | Each | 150 | 2847 | 427050 | |
| 490 | NSI | Cat- 6 Cable 23 AWG, Red and Blue, Cornings (Tel and Network) | Mtr | 5490 | 354 | 1943460 | |
| 491 | NSI | Cable Laying | Mtr | 5400 | 154 | 831600 | |
| 492 | NSI | Optical fiber cable 4 Core, Litec | Mtr | 112 | 108 | 12096 | |
| 493 | NSI | Data Racks 12 U Baynet | Each | 2 | 46174 | 92348 | |
| 494 | NSI | Data Racks 27U Baynet | Each | 1 | 157608 | 157608 | |
| 495 | NSI | Data Racks 42U Baynet | Each | 1 | 538196 | 538196 | |
| 496 | NSI | Faceplate Single shutter, Corning | Each | 120 | 308 | 36960 | |
| 497 | NSI | IOs, Corning | Each | 120 | 2540 | 304800 | |
| 498 | NSI | Back Box | Each | 120 | 123 | 14760 | |
| 499 | NSI | PVC Duct 2"x 2", Adamjee | Mtr | 260 | 1363 | 354380 | |
| 500 | NSI | PVC conduit 1" Dia | Mtr | 600 | 231 | 138600 | |
| 501 | NSI | HDMI CABLE 20 MTR | Mtr | 5 | 19239 | 96195 | |
| 502 | NSI | HDMI CABLE 15 MTR | Mtr | 4 | 16161 | 64644 | |
| 503 | NSI | Installation, Testing and Commissioning | Job | 1 | 1000435 | 1000435 | |
| 504 | Access Control System | ||||||
| 505 | NSI | Facial Recognition Access control Device 7 A, Zkteco | Each | 6 | 100043 | 600258 | |
| 506 | NSI | Magnet Lock | Each | 10 | 6926 | 69260 | |
| 507 | NSI | Push botton | Each | 12 | 2232 | 26784 | |
| 508 | NSI | Digital Locks Zkteco | Each | 6 | 46636 | 279816 | |
| 509 | NSI | Cat- 6 Cable 23 AWG Corning | Mtr | 150 | 354 | 53100 | |
| 510 | NSI | Cable Laying | Mtr | 150 | 154 | 23100 | |
| 511 | NSI | PVC conduit 1" Dia | Mtr | 75 | 231 | 17325 | |
| 512 | NSI | Power Supply for Face Sense Device Lock | Each | 6 | 1539 | 9234 | |
| 513 | NSI | Installation, Testing and Commissioning | Job | 1 | 161609 | 161609 | |
| 514 | FM 200 (PIPING ONLY) | ||||||
| 515 | Fire Suppression System FM-200 (Forensic Lab) Piping Works | ||||||
| 516 | Smoke detector: Series S65 Optical Conventional Smoke Detector with base, Branded Context Model: 55000-326IMC + 45681-200IMC Ul listed VDS / LPCB/FM approved Make: C- Tech (Context Plus Uk) | Nos | 12 | 19269 | 231228 | ||
| 517 | Providing, fixing welding clamping high pressure brass Nozzeld , with duall coupling. | Nos | 18 | 17862 | 321516 | ||
| 518 | Supply of FR Cable Fire Alarm Red Color twin Core 2 x 1.5 mm Solid Anneal Copper. | Mtrs | 289 | 1101 | 318189 | ||
| 519 | Supply , Installation , Testing , and commissioning of Ms. schedule Pipe 3" dia. conforming to ASTM A-53 Sch.40, including all fittings, cutting, welding &flange provisions, fixing, supports & hangerssystem | Rft | 24 | 8386 | 201264 | ||
| 520 | Supply , Installation , Testing , and commissioning of Ms. schedule Pipe 2" dia. conforming to ASTM A-53 Sch.40, including all fittings, cutting, welding &flange provisions, fixing, supports & hangerssystem | Rft | 84 | 7600 | 638400 | ||
| 521 | Supply , Installation , Testing , and commissioning of Ms. schedule Pipe 1.25" dia. conforming to ASTM A-53 Sch.40, including all fittings, cutting, welding &flange provisions, fixing, supports & hangerssystem | Rft | 114 | 5765 | 657210 | ||
| 522 | Supply , Installation , Testing , and commissioning of Ms. schedule Pipe 1" dia. conforming to ASTM A-53 Sch.40, including all fittings, cutting, welding &flange provisions, fixing, supports & hangerssystem | Rft | 86 | 5765 | 495790 | ||
| 523 | FIRE SUPPRESSIONN WATER BASED (PIPING ONLY) | ||||||
| 524 | Fire Suppression System (Water Based) | ||||||
| 525 | Supplying, Installing, Connecting and testing of water Basd Fire Suppression System as per BS, NFPA & Equivalent | ||||||
| 526 | FIRE WATER PIPE Providing, laying, testing and commissioning of Grade-B,MS Seamless 150 mm dia Schedule 40 pipe , conforming to ASTM-A106, Lontrin/Hufaz / Pacific or approved equivalent manufacturer, duly welded i/c the cost of specials complete as approved and directed by the Engineer | ||||||
| 527 | 100 mm dia | M | 32 | 28562 | 913984 | ||
| 528 | FIRE HOSE CABINET | ||||||
| 529 | Supplying, erecting & commissioning of Fire Hose cabinet comprising of internal hydrant. a) 40mm dia instantaneous pattern single headed oblique hydrant valve with gun metal cap, GI chain twist release type plug. b) 1 no gun metal branch pipe with nozzle (40mm x 25mm) with Gunmetal gate/ ball valve (20mm) c) Two keys in recess type compartment for break glass d) 25mm dia. Reinforced hose reel 35m length Fitted with 6.35mm dia nozzle and shut off valve . The hose reel shall be recessed swing type with reel drum.The hose shall be provided with coupling as per detailed specifications. The Frame shall comprise of 2 compartment 750 mm wide x 200 mm deep x 1000mm high eacj with bottom compartmwnt of 12 mm Glass housing fire extinguishers made of 16 guage 'MS sheet to house the above accessories. The cabinet shall be firmly fixed to the wall with expansion bolts. The cabinet shall be powder coated both internally and externally. The door shall be provided with suitable locking arrangement as per standards.The quote shall include fixing the cabinet to the wall & making good to the wall and Provision of Wooden Shutter with Knob | Job | 3 | 549788 | 1649364 | ||
| 530 | EXTERNAL WORKS | ||||||
| 531 | Civil Works | ||||||
| 532 | MRS 10-42c | Providing and laying Tuff Pavers 80mm thick, 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) (For Drive Ways) | Sqm | 204.38688579418 | 2664.7 | 544629.73457576 | |
| 533 | MRS 6-55ii | 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. (With Paint) | M | 100 | 1841.45 | 184145 | |
| 534 | MRS 25-10 | 2 x Main Gate (12' x 8') Fabrication of heavy steel / Iron work, with angle, tees, flat iron round iron and sheet iron for making trusses, girders, tanks, etc., including cutting, drilling, revitting, handling, assembling and fixing, but including erection in position. | kg | 1750 | 379.376 | 663908 | |
| 535 | NSI | Supply, fabrication, and installation of CNC‑cut metal outdoor shade as per approved 3D design, double‑sided MS powder coated, manufactured from 16‑gauge sheet with MS pipe frame and MS pillars in 14‑gauge thickness. Shade structure to be finished with wrapping cement board cladding as per design, complete in all respects. | Sqm | 260 | 60525 | 15736500 | |
| 536 | Boundary Wall | ||||||
| 537 | NSI | Providing and laying 3/4" thick full width Prepolished Marble slab for Vanities / Shelves / Treads / Window Sills, having Uniform texture (Spotless) with adhesive bond over 3/4" thick (1:2) cement sand mortor i/c the cost of matching sealer complete in all respects as approved and directed by the Engineer Incharge. (Texla stone 20 mm thick) | Sqm | 40 | 12912 | 516480 | |
| 538 | NSI | Providing and fixing tropical stone cladding on Boundary wall upto 4' high using approved adhesive and/or mechanical anchors, including surface preparation, cutting, joint filling, sealing, scaffolding, labour, wastage, and complete installation as per approved design and Engineer’s instructions. (tropical mansehra grey) | Sqm | 277.7 | 6052.5 | 1680779.25 | |
| 539 | Paint Work | ||||||
| 540 | MRS 13-46 | Providing and applying wall putty of 2mm thickness over plastered surface (new surface) to prepare the surface even and smooth complete in all respect. | Sqm | 396 | 62 | 24552 | |
| 541 | MRS 13-33 | 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: | |||||
| 542 | i | First coat | Sqm | 396 | 538.7 | 213325.2 | |
| 543 | ii | 2nd coat | Sqm | 396 | 297.25 | 117711 | |
| 544 | Construction of septic tank in RCC (1:2:4) of internal size 21' × 9' × 8', including excavation, PCC bed, RCC walls and slab, plastering, finishing, and disposal of surplus earth, complete in all respects as per approved drawings and Engineer’s instructions. | ||||||
| 545 | MRS, 3-21ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling in layers around structure with excavated earth, watering and ramming lead 'upto one chain (30 m) and lift upto 5 ft. (1.5 m). | Cum | 103.1993204983 | 603.55 | 62285.94988675 | |
| 546 | MRS, 26-43 | Termite proofing of New buildings with approved chemicals except joinery. | Sqm | 107.89962825279 | 136.75 | 14755.274163569 | |
| 547 | MRS, 3-54 | Compaction of natural ground | Sqm | 37.639405204461 | 37.45 | 1409.5957249071 | |
| 548 | MRS, 3-5i +3-17c | Earth filling as in Ordinary or hard soil, filling in foundation, pipe trenches, shafts, wells, independent holes, under floors or around plinths etc., 1.5 M below or above Ground Level (GL), with spoil obtained from excavation in trenches/over areas within 50M including watering and compaction in 150 mm layer and dressing to required profile and shape. WITHIN 8KM | Cum | 42.808607021518 | 921.9 | 39465.254813137 | |
| 549 | MRS 18-3 | Providing and laying Sub-Base Course / Granular Fill of brick aggregate, including compaction of sub-base course material to required depth, camber, grade & density. | Cum | 7.163080407701 | 3840.8 | 27511.959229898 | |
| 550 | MRS, 6-5i | Cement concrete plain (1:4:8) including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) (All leads & Carriage included) | Cum | 1.4457106455266 | 13632.48 | 19708.621460929 | |
| 551 | MRS, 6-6c | Providing and laying of RCC with 3000 psi compressive cylindrical strength in different structural elements (foundation etc.) including form work all as specified. Reinforcement measured and paid separately. 1:2:4 TYPE-C (All leads & Carriage included) | Cum | 5.3510758776897 | 28170.77 | 150743.92780294 | |
| 552 | MRS, 6-6a | Providing and laying of RCC with 3000 psi compressive cylindrical strength in columns, beams, stairs, posts, struts, piers, lintels, and the like including form work, all as specified. Reinforcement measured and paid separately. 1:1:2 (All leads & Carriage included) | Cum | 3.0577576443941 | 36078.92 | 110320.59343148 | |
| 553 | MRS, 6-6a | Providing and laying of RCC with 3000 psi compressive cylindrical strength in Roof Slabs, landings, walls, plinth beams and bands etc. all as specified including form work (reinforcement measured and paid separately). 1:1:2 (All leads & Carriage included) | Cum | 17.390996602492 | 36078.92 | 627448.37514156 | |
| 554 | MRS, 6-12ii | 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) Deformed Bars Grade 60 | kg | 2321.9847112118 | 308.2785 | 715817.9637953 | |
| 555 | 11-8b | Cement Plaster 1:3, 13 mm thick finished as specified (Basement, GF, FF, boundry wall) | Sqm | 81.970260223048 | 560.25 | 45923.838289963 | |
| 556 | 9-12 | Two coats of bitumen laid hot using 34 lbs. per %Sft, or 1.72 Kg per square metre over roof and blinded with sand at one Cft. per %Sft. (0.003 cu.m per sq.m) | Sqm | 46.840148698885 | 545.95 | 25572.379182156 | |
| 557 | Horticulture | ||||||
| 558 | 3-32 | Turfing slopes of banks or lawns with grass sods including ploughing, laying, setting and watering (Turf got from within a distance of 5 miles (8 Km.) and maintenance for 15 days). | Sqm | 2905 | 291.25 | 846081.25 | |
| 559 | NSI | Provision of Natural Planters of size (5'x1.5') and desize / pattern of approved material and quality, complete in all respect as per directions by Engineer-in Charge. | Each | 47 | 22500 | 1057500 | |
| 560 | FINISHING WORKS | ||||||
| 561 | SMD Forensic Lab | ||||||
| 562 | NSI | Supply, installation, and commissioning of Option‑2 H15 Chasis integrated Flip Chip RGB LED display (overall size 40' × 15'‑9"), featuring COB 3‑in‑1 encapsulation technology with 40 die‑casting aluminum cabinets (640 mm × 480 mm each, resolution 416 × 312 pixels, pixel pitch 1.53 mm, total pixel density 5,191,680 dots). The system delivers <3840 Hz refresh rate, 600 nits brightness, 160° viewing angle, 10000:1 contrast ratio, and IP40/IP21 protection, with maximum/average power consumption of 290/97 W per sqm, and controlled via Nova Star Controller Vx16s, the chassis provides 26 HDMI 2.0 inputs, 24 HDMI 1.3/1.4 inputs, and 60 RJ45 output sending cards, complete in all respects.Forensic Lab | Sqm | 58.7 | 1331915 | 78183410.5 | |
| 563 | NSI | MS Sq Pipes Frame in curvature specially designed to hold cabinets complete in all respects. Forensic Lab | Sqm | 58.7 | 52856 | 3102647.2 | |
| 564 | SMD Conference Room | ||||||
| 565 | NSI | Supply, installation, and commissioning of Option‑2 H15 Chasis integrated Flip Chip RGB LED display (overall size 42' × 15'‑9"), featuring COB 3‑in‑1 encapsulation technology with 40 die‑casting aluminum cabinets (640 mm × 480 mm each, resolution 416 × 312 pixels, pixel pitch 1.53 mm, total pixel density 5,191,680 dots). The system delivers <3840 Hz refresh rate, 600 nits brightness, 160° viewing angle, 10000:1 contrast ratio, and IP40/IP21 protection, with maximum/average power consumption of 290/97 W per sqm, and controlled via Nova Star Controller Vx16s, the chassis provides 26 HDMI 2.0 inputs, 24 HDMI 1.3/1.4 inputs, and 60 RJ45 output sending cards, complete in all respects.Conference Room | Sqm | 9.66 | 1348736 | 13028789.76 | |
| 566 | NSI | MS Sq Pipes Frame in curvature specially designed to hold cabinets complete in all respects. Conference Room | Sqm | 9.66 | 52856 | 510588.96 | |
| 567 | Provisional Sum | 18366753 | |||||
| GRAND TOTAL: | Rs 347,633,420.72 |
As per BOQ
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 Division-II), Dy. Director (Works-II) Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad.
Sub-Clause 1.1.35
Engineer's name & address: Member Concerned
Executive Block, CDA Secretariat G-7/4, Islamabad
Sub-Clause 1.1.84
Time for Completion: 90 days for whole of the works
Sub-Clause 1.3 (a)(ii)
Agreed method of electronic transmission: Agreed
The Electronic Transmission Methods are E-PADS v2.0
Sub-Clause 1.3 (d)
Address of Empoyer for Communications: Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad.
Address of Engineer for Communications:
Executive Block, CDA Secretariat 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:
Deposit Work
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 Bank Guarantee
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 0.33% 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 Not Allowed
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”
Sub-Clause 14.5(c)(i)
Plant and Materials for payment when delivered to the Site: Plant and Non Perishable Materials
Sub-Clause 14.6.2
Minimum amount of Interim Payment Certificate (IPC): Yes
The Minimum Amount IPC is 25000000
[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 20,000,000
The Amount of Insurance Required for Damage to Property is 50,000,000 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 1
[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.: P72709
To: Capital Development Authority (Works Division-II), Dy. Director (Works-II) Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad.
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 Division-II), Dy. Director (Works-II) Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad. (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., REPAIR/MAINTENANCE OF NCCIA BUILDING NO.12, SHAHRAH-E-JAMHURIAT, G-5/2, ISLAMABAD (P72709) 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 REPAIR/MAINTENANCE OF NCCIA BUILDING NO.12, SHAHRAH-E-JAMHURIAT, G-5/2, ISLAMABAD
______________________________________________________________________________
This Agreement made the ______day of ______ [month], _____ [year], between
Name and contact details of the Employer Capital Development Authority (Works Division-II), Dy. Director (Works-II)
Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad.
+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 Division-II), Dy. Director (Works-II) Office # 26, 1st Floor, Block-III, CDA Secretariat G-7/4, Islamabad. (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 REPAIR/MAINTENANCE OF NCCIA BUILDING NO.12, SHAHRAH-E-JAMHURIAT, G-5/2, ISLAMABAD (P72709)
______________________________________________ (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
The bidders are required to fill in, sign and submit BoQ Abstract of Cost page.