In terms of Rules 48 of Public Procurement Rules, 2004 Grievance Redressal Committee (GRC) is notified for the subject procurement and notification copy is available on the procuring agency’s website and on Authority’s website at (www.ppra.org.pk).
Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA
Office # 26, 1st Floor, Block-III, 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 Directorate)
The subject of procurement is: CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.
Period for completion of the works 4 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: P63218
ITB Number 3.1
JV/Consortium or Association Allowed: Yes
Maximum number of members in the joint venture shall be: 3.
ITB Number 6.4
The Bidders may seek clarifications through EPADS v2.0: Last Clarification Date: Sunday, July 26, 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:
The bidder shall submit with its priced bid the following documents to be uploaded on E-PADS.
Duly filled in signed and stamped Letter of Price Bid.
Bill of Quantities.
Estimated Progress Payments.
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: Tuesday, August 4, 2026 11:30 AM
Address for submission of Original Bid Security: Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.
ITB Number 21.1
The Bid opening shall take place at: EPADS v2.0
Day : Tuesday
Date: August 04, 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 (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-2 or above with specialization codes CE-01, CE-09, CE-10, CE-11 (i),(vi),(ix), EE-02, EE-04, EE-09, EE-11(vi), ME-02 & ME-03(iii) are eligible to apply. | Yes |
| The bidder shall submit written power of Attorney authorizing the signatory of the bid to act for and on behalf of the bidder. The name and position held be each person signing the authorization must be typed or printed below the signature. | Yes |
Least Cost Based Selection (LCBS)
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 70 | |
| WORKING EXPERIENCE | ||
| Number of completed contracts of public sector Building related works (i.e. Government or Semi Government organization or autonomous bodies or authorities) of minimum value of 60 % of the laydown cost of the project completed in the last 10 years.
**NOTE** In case of Joint Venture, the working experience of leader of the Joint Venture shall be evaluated.
**DOCUMENTATION REQUIREMENT** The bidder must upload Project Award Letter, Work Orders or Contract Agreement & completion Certificates and other documents necessary for confirming scope of works i.e. BOQs, IPC’s etc. The bidder must upload joint venture agreement in case of projects is executed as a partner of joint venture clearly showing scope of works and percentage share of all partners of joint venture. To comply with the criteria, the share of bidder under the joint venture for similar works must be equal or exceeding the qualification criteria and requirement (Quantitative)(Doc Required) 2 Completed Contracts (20) 1 Completed Contract (10) | 20 | |
| Number of on-going contracts of public sector Building related works (i.e. Government or Semi Government organization or autonomous bodies or authorities) of minimum value of 70 % of the laydown cost of the project completed in the last 10 years.
**NOTE** In case of Joint Venture, the working experience of leader of the Joint Venture shall be evaluated.
**DOCUMENTATION REQUIREMENT** The bidder must upload Project Award Letter, Work Orders or Contract Agreement & completion Certificates and other documents necessary for confirming scope of works i.e. BOQs, IPC’s etc. The bidder must upload joint venture agreement in case of projects is executed as a partner of joint venture clearly showing scope of works and percentage share of all partners of joint venture. To comply with the criteria, the share of bidder under the joint venture for similar works must be equal or exceeding the qualification criteria and
requirement (Qualitative)(Doc Required) 2 On going Contracts (20) 1 On going Contracts (10) | 20 | |
| EQUIPMENT CAPABILITIES | ||
| Concrete Batching Plant (1 m3 Capacity or above) (02) (Quantitative)(Doc Required) 02 (4) 01 (2) | 4 | |
| Mobile Concrete Transit Mixers (6 Cum Capacity or above) (02) (Quantitative)(Doc Required) 02 nos. (2) 01 no. (1) | 2 | |
| Generator (100KVA) (02) (Quantitative)(Doc Required) 02 nos. (2) 01 no. (1) | 2 | |
| Tractor Trolley/ Dumper (02) (Quantitative)(Doc Required) 02 nos. (2) 01 no. (1) | 2 | |
| Grader (02) (Quantitative)(Doc Required) 02 nos. (2) 01 no. (1) | 2 | |
| Mobile Crane (01 no.) (Quantitative)(Doc Required) | 2 | |
| Water Tanker (01 no.) (Quantitative)(Doc Required) | 1 | |
| **PERSONNEL CAPABILITIES** | ||
| Project Manager (01 No.) • BSc Civil Engineering • registration with PEC as Registered Engineer • At least 15 years’ of Professional Experience (Quantitative)(Doc Required) | 5 | |
| Site Engineer (Civil) (01 No.) • BSc Civil Engineering • registration with PEC as Registered Engineer • At least 10 years’ of professional experience (Quantitative)(Doc Required) | 5 | |
| Site Engineer (E&M) • BSc Electrical/Mechanical/Mechatronic Engineering • registration with PEC as Registered Engineer • At least 10 years’ of professional experience (Quantitative)(Doc Required) | 4 | |
| Material Engineer • BSc Civil/ Geological Engineering • registration with PEC as Registered Engineer • At least 10 years’ of professional experience (Quantitative)(Doc Required) | 2 | |
| Supervisor (Civil) • Diploma in Civil (DAE) • at least 5 years’ experience in building and road works (Quantitative)(Doc Required) | 1 | |
| Supervisor (E&M) • Diploma in Electrical (DAE) • at least 5 years’ experience in building and road works (Quantitative)(Doc Required) | 1 | |
| Quantity Surveyor • Diploma (DAE)/Relevant Certificate • at least 5 years’ experience in building project estimation (Quantitative)(Doc Required) | 1 | |
| Surveyor • Diploma in Civil (DAE) /Relevant Certificate • at least 5 years’ experience in building and road works (Quantitative)(Doc Required) | 1 | |
| **FINANCIAL SOUNDNESS** | ||
| Financial Resources (Contract/Project Specific Bank Credit Line) (Quantitative)(Doc Required) (Quantitative)(Doc Required) Contract/Project Specific Bank Credit Line PKR 281 Million or above (15) Contract/Project Specific Bank Credit Line less than PKR 281 Million and more than or equal to PKR 269 Million (14) Contract/Project Specific Bank Credit Line less than PKR 269 Million and more than or equal to PKR 257 Million (13) Contract/Project Specific Bank Credit Line less than PKR 257 Million and more than or equal to PKR 245 Million (12) Contract/Project Specific Bank Credit Line less than PKR 245 Million and more than or equal to PKR 230 Million (11) Contract/Project Specific Bank Credit Line less than PKR 218 Million and more than or equal to PKR 206 Million (10) Contract/Project Specific Bank Credit Line less than PKR 206 Million and more than or equal to PKR 194 Million (9) Contract/Project Specific Bank Credit Line less than PKR 194 Million and more than or equal to PKR 182 Million (8) | 15 | |
| Average Annual Construction Turnover in last 3 years, evaluated through the bidder’s, Audited financial statements for
the last three (03) years. (Quantitative)(Doc Required) Average Annual Construction Turnover of PKR 311 million or above. (10) Average Annual Construction Turnover less than PKR 311 million and more than or equal to PKR 250 Million. (8) Average Annual Construction Turnover less than PKR 250 million and more than or equal to PKR 200 Million. (5) | 10 | |
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Construction of Rescue 1122 Buildings | Address: Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.Schedule: 180 DaysQuantity: 1/job |
1/job | 12466940 PKR |
Jobs Without Lots :
Job: Construction of Rescue 1122 Buildings
Specifications / Requirements:
| Sr. No | Ref. No. | Description | Unit | Qty | Rate | Rate in Words | Amount |
|---|---|---|---|---|---|---|---|
| 1 | **EARTHWORK (EXCAVATION & EMBANKMENT)** | ||||||
| 2 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m), 2) a) By Excavator. ii) in ordinary soil. | P.Cft | 11967.9 | 10.73 | 128415.567 | |
| 3 | 3/11-b | Excavation in rock dressed to designed section, grades and profiles, excavated material disposed off within 100 ft. (30 m) and lift upto 5'-0" (1.5 m). b) Medium hard rock, requiring occasional blasting. | P.Cft | 5129.106 | 51.113 | 262163.994978 | |
| 4 | 3/15 i | Filling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc. | P.Cft | 8548.5 | 8.15 | 69670.275 | |
| 5 | 3/15 ii | Filling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c all lead and carriage of all material | P.Cft | 4917.25 | 32.0495 | 157595.403875 | |
| 6 | **CONCRETE** | ||||||
| 7 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all lead and carriage of all material | |||||
| 8 | Foundation | P.Cft | 1068.56 | 388.24318153846 | 414861.13406474 | ||
| 9 | 6/2 | Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. | |||||
| 10 | Ground Floor | P.Cft | 1110.92 | 140.76 | 156373.0992 | ||
| 11 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c i/c all lead and carriage of all material | |||||
| 12 | Ground Floor | P.Cft | 283.29 | 509.99724 | 144477.1181196 | ||
| 13 | 6/9 c-vi | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c all lead and carriage of all material | P.Cft | 8846 | 591.41282 | 5231637.80572 | |
| 14 | 6/9-a-v | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) 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:-. (v) 3000 PSI i/c all lead and carriage of all material | |||||
| 15 | Ground Floor | P.Cft | 4779.95 | 736.06282 | 3518343.476459 | ||
| 16 | 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):- (b) Deformed bars, (ii) (Grade-60) | P.Kg | 61673.74 | 284.79 | 17564064.4146 | |
| 17 | **BRICK WORK** | ||||||
| 18 | 7/4 i | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5 | P.Cft | 2815.01 | 398.96 | 1123076.3896 | |
| 19 | 7/5 i | Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4 | |||||
| 20 | i | Ground Floor | P.Cft | 3462.05 | 421.81 | 1460327.3105 | |
| 21 | **ROOFING** | ||||||
| 22 | 9/35 iii | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- iii) Thermopore sheet 1" (25 mm) thic( | |||||
| 23 | Roof Area | P.Sft | 3585.5 | 197.51 | 708172.105 | ||
| 24 | 9/15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | |||||
| 25 | Roof Area | Each | 7 | 1228.55 | 8599.85 | ||
| 26 | 23/14 a-b | Providing, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar) | |||||
| 27 | b) 4" i/d (100 mm) | ||||||
| 28 | Roof Area | Rft | 108 | 489.5 | 52866 | ||
| 29 | 23/26-a-ii | Providing and installing P.V.C. tees, of B.S.S i) Class `B' working pressure:-ii) 4" i/d (100 mm | |||||
| 30 | Roof Area | Each | 7 | 2398.35 | 16788.45 | ||
| 31 | 23/25-a-ii | Providing and installing P.V.C. bends, of B.S.S.i) Class `B' working pressure:-ii) 4" i/d (100 mm) | |||||
| 32 | Roof Area | Each | 7 | 865.75 | 6060.25 | ||
| 33 | 9/48-iv | Providing and fixing false ceiling comprises of Gypsum board laminated sheet of size 2'x2'/2'x3'/ 3'x3'of specified design and thickness i/c cost of fixtures i.e galvanized angle 1" x 1" at wall sides, galvanized tee 1¼" x 1"and 1 ½” x 1” both at 4’ c/c ( made of Taiwan CKM or equivalent), hanging with G.I/Copper wire 16 SWG, G.I hook, Rawal Plug etc: complete in all respects as approved and directed by the Engineer Incharge. iv) 12 mm thick | |||||
| 34 | Ground Floor | P.Sft | 1795.31 | 182.25 | 327195.2475 | ||
| 35 | 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). | |||||
| 36 | Ground Floor | P.Sft | 1571.13 | 130.9 | 205660.917 | ||
| 37 | **FLOORING** | ||||||
| 38 | Supplying and filling sand under floor; or plugging in wells. | P.Cft | 1110.92 | 41.56 | 46169.8352 | ||
| 39 | 10/46-a-iv | Providing and laying superb quality Porcelain glazed tiles flooring of MASTER brand of specified size in approved design, Color and Shade with adhesive/bond over 3/4" thick (1:3) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed tiles (iv) 600mmx 1200 mm (24"x48") | |||||
| 40 | Ground Floor | P.Sft | 1530.44 | 501.05 | 766826.962 | ||
| 41 | 10/36-a-iv | Providing and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed Tile (iv) 600mmx 1200 mm (24"x48") | |||||
| 42 | Ground Floor | P.Sft | 1062.89 | 501.2 | 532720.468 | ||
| 43 | 10/51-i | Providing and laying Prepolished Granite of specified thicknes sand shade of full width of approved quality laid with adhesive bond over 3/4" thick (1:2) cement sand mortor bed, complete in all respect as approved and directed by the Engineer Incharge. (i) 3/4" thick | |||||
| 44 | Ground Floor | P.Sft | 123.75 | 1181.2 | 146173.5 | ||
| 45 | Providing and applying non-oxidizing Metallic Floor Hardener comprising of 50 mm thick base slab of cement concrete 1:2:4, including surface finishing and toping of floor hardener spreading @ 9-12kg / Sqm using mechanical trowels for required finish and texture including leveling, compacting, curing complete in all respect as per approved specifications and as approved by the Engineer incharge. | ||||||
| 46 | Ground Floor | P.Sft | 1700 | 201.9 | 343230 | ||
| 47 | **SURFACE RENDERING** | ||||||
| 48 | 11/12-b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3 | |||||
| 49 | Ground Floor | P.Sft | 3366.44 | 56.24 | 189328.5856 | ||
| 50 | Internal Wall plaster | ||||||
| 51 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | |||||
| 52 | Ground Floor | P.Sft | 9227.94 | 49.23 | 454291.4862 | ||
| 53 | External Wall plaster | ||||||
| 54 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | |||||
| 55 | Ground Floor | P.Sft | 4372.56 | 65.85 | 287933.076 | ||
| 56 | Painting on plastered walls | ||||||
| 57 | 11/23+24-a-ii | Priming coat of chalk under distemper. Distempering using Vinyle Emulsion Paint:- a) new surface:- iii) three coats | |||||
| 58 | Ground Floor | P.Sft | 12594.38 | 18.54 | 233499.8052 | ||
| 59 | **WOOD WORK** | ||||||
| 60 | 12/5-b-iii | 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. b) Ash wood Door, (iii) 1-1/2" thick (40 mm) | |||||
| 61 | Ground Floor | P.Sft | 286 | 3287.65 | 940267.9 | ||
| 62 | 12/17ii | 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 holecovered with MSBox,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 | |||||
| 63 | (ii) 10.5 " wide | ||||||
| 64 | Ground Floor | P.Sft | 286 | 731.35 | 209166.1 | ||
| 65 | 12/59 | 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. | |||||
| 66 | Ground Floor | P.Sft | 57.38 | 1646.8 | 94493.384 | ||
| 67 | 12/60-bii | 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. b) Brass, (ii) 12" (300 mm) long | |||||
| 68 | Ground Floor | Each | 11 | 1252.3 | 13775.3 | ||
| 69 | 12/64 | Providing and fixing Imported Mortise Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | |||||
| 70 | Ground Floor | Each | 11 | 4569.55 | 50265.05 | ||
| 71 | **IRON WORK** | ||||||
| 72 | 25/55-b | Providing and fixing 2 mm thick Double glazed aluminium windows of anodize / powder coated partly fixed and party sliding using deluxe section of 100mm x 40mm x2 mm using frame (70501) at bottom, (70502) at Top & Side made of Pakistan Cables/Alcop or approved equivalent manufacturer having Leaf Frame size 31mm x 60mm x2 mm (70506) at Top & Bottom, 35mm x 60mm x2 mm (70505) at center and 35mm x 60mm x2 mm(70503) at sides , fixing one side Tinted and one side clear double glass, and air tight using double tape, chemical strips, Silicon using approved latches, wheels for channel, stopper, brush channel angle joint and hardware etc.( excluding the cost of Fly Proofing). Complete in all respect as approved and directed by the Engineer Incharge. b) 6mm thick Glass | |||||
| 73 | Ground Floor | P.Sft | 502.5 | 2764.35 | 1389085.875 | ||
| 74 | 25/52 | Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect. | |||||
| 75 | Ground Floor | P.Sft | 251.25 | 538.3 | 135247.875 | ||
| 76 | 25/59 | Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars | |||||
| 77 | Ground Floor | P.Sft | 502.5 | 1178.65 | 592271.625 | ||
| 78 | 25/76 | Providing and fixing imported 4mm thick Aluminum Composite Panel (ACP) Cladding with fire retarding core, fire rated, pvdf coating, aluminium profile skin front 0.5mm, rear 0.5mm, of approved colour and shade including aluminium brackets, anchor bolts and nuts, aluminium profile, topping screw rod sponge and silicon filling of joints etc., complete in all respect as per approved specifications and as approved by the Engineer incharge. | |||||
| 79 | Ground Floor | P.Sft | 4372.5625 | 1140.25 | 4985814.390625 | ||
| 80 | 25/10+11 | Fabrication of heavy steel 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, including Erection and fitting in position iron trusses, staging of water tanks, etc. | |||||
| 81 | Ground Floor | P.Kg | 13117.6875 | 373.77 | 4902998.056875 | ||
| 82 | 13/5 d | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. | P.Sft | 8745.125 | 12.74 | 111412.8925 | |
| 83 | ii) each subsequent coat of paint. 3 coat | P.Sft | 8746.26 | 25.5 | 223029.63 | ||
| 84 | **MISCELLANEOUS** | ||||||
| 85 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | P.Sft | 8802.6875 | 12.7 | 111794.13125 | |
| 86 | 26/49-i | Providing and fixing 38mm (min) factory made Premium WPC Doors (waterproof, Termite-resistant, Fire retardant) of ESTA, Greendoors or approved equivalent with WPC door frame (chowkat) and WPC architrave on both sides, including the cost of polishing, with hinges, T-lock, tower bolt, handle & all hardware's accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. i) WPC Door 5mm wall thickness | P.Sft | 88 | 2764.25 | 243254 | |
| 87 | Internal Building Plumbing | ||||||
| 88 | 19/7-i | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. v) Under Counter Vanity Basin | Each | 3 | 13047.55 | 39142.65 | |
| 89 | 19/8 | Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling. | Each | 1 | 15806.95 | 15806.95 | |
| 90 | 19/30 | Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower. | Each | 4 | 3950 | 15800 | |
| 91 | 19/4-i | Providing and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) white | Each | 2 | 6949.6 | 13899.2 | |
| 92 | 19/11 | Providing and fixing glazed earthen ware flat back urinal. | Each | 1 | 2838 | 2838 | |
| 93 | 19/12-i | Providing and fitting plastic made low down flushing cistern13.63 litre (3 gallons) capacity, including bracket set, copper connection, etc. complete. i) white | Each | 2 | 5803.2 | 11606.4 | |
| 94 | 19/3-a-ii | Providing and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A Two Piece, ii PORTA HD 200N Toilet Cito with Hydraulic Seat Cover | Each | 2 | 61651.1 | 123302.2 | |
| 95 | 19/16 | Providing and fixing, chromium plated soap dish | Each | 3 | 984.6 | 2953.8 | |
| 96 | 19/18 | Providing and fixing, chromium plated toilet paper holder. | Each | 4 | 1271.05 | 5084.2 | |
| 97 | 19/20 | Providing and fixing looking glass 55x40 cm (22"x16") size and 5 mm thick, first quality. | Each | 3 | 1546.2 | 4638.6 | |
| 98 | 19/52-v. | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal 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 v) Muslim shower | Each | 4 | 2387 | 9548 | |
| 99 | 19/28 | Providing and fixing chromium plated tee stop cock 15mm (½") | Each | 13 | 2068 | 26884 | |
| 100 | 19/52-iii | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal 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. (iii) Double Bib Cock | Each | 4 | 1907 | 7628 | |
| 101 | 19/49-a | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (a) P-Trap (i) 4" dia | Each | 2 | 960.2 | 1920.4 | |
| 102 | 19/49-b | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Multi-Trap | |||||
| 103 | (i) 4" dia | Each | 1436.1 | ||||
| 104 | (ii) 3" dia | Each | 6 | 1046.1 | 6276.6 | ||
| 105 | 19/49-d | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (d) Clean Out (i) 4" dia | Each | 706.2 | |||
| 106 | (ii) 3" dia | Each | 2 | 354.3 | 708.6 | ||
| 107 | 19/49-c | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (c) Vent Cowel (i) 4" dia | Each | 390.6 | |||
| 108 | 19/19 | Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia. | Each | 3 | 1337.2 | 4011.6 | |
| 109 | 19/47-iii,iv,v, vi,vii | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 110 | (iii) 50mm | Rft | 12 | 103.95 | 1247.4 | ||
| 111 | (iv) 82mm | Rft | 36 | 160.6 | 5781.6 | ||
| 112 | (v) 110 mm | Rft | 60 | 254.3 | 15258 | ||
| 113 | (vi) 160 mm | Rft | 20 | 493.4 | 9868 | ||
| 114 | (vii) 200 mm | Rft | 554.2 | ||||
| 115 | 23/45 | Providing and fixing CP heavy duty brass Ball valve with CP handle of specified diameter made of Faisal/Sonex / Master best quality or equivalent complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 116 | ii) 3/4" dia | Each | |||||
| 117 | iii) 1" dia | Each | |||||
| 118 | iv) 1-1/4" dia | Each | |||||
| 119 | v) 1-1/2" dia | Each | |||||
| 120 | vi) 2" dia | Each | 4 | 2508 | 10032 | ||
| 121 | vii) 2-1/2" dia | Each | 2768.4 | ||||
| 122 | 23/54 | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. a) Brass Threaded Valves | |||||
| 123 | (iii) 1" dia | Each | |||||
| 124 | iv) 1-1/4" dia | Each | |||||
| 125 | v) 1-1/2" dia | Each | |||||
| 126 | (vi) 2" dia | Each | 2 | 13402.8 | 26805.6 | ||
| 127 | 23/47-a- ii, iii,iv,v,vi,vii | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex /Popular/ Beta / BBJ) 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.(Internal/External Diameters mentioned). a) PN-16 pipe | |||||
| 128 | (ii)(3/4") 25 mm | Rft | 60 | 83.4 | 5004 | ||
| 129 | (iii)(1") 32 mm | Rft | 20 | 126.1 | 2522 | ||
| 130 | (iv) (1-1/4") 40 mm | Rft | 100 | 186.95 | 18695 | ||
| 131 | (v) (1-1/2") 50 mm | Rft | 40 | 292.3 | 11692 | ||
| 132 | (vi) )2") 63mm | Rft | 52 | 450.9 | 23446.8 | ||
| 133 | (vii) 75 mm | Rft | 759.05 | ||||
| 134 | 19/13 R | Providing and Fixing of SS304 Roof/scupper Drain, complete in all respect as approved and directed by Engineer Incharge. ii) 4" dia | Each | 1429.2 | |||
| 135 | 23/52 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly(UK), Scon(Pakistan)or approved equivalent manufacturer, i/c the cost of all accessories flanges, nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve | |||||
| 136 | (ix) 4" dia | Each | 49192.8 | ||||
| 137 | 19/51 | Providing and hoisting vertical/horizontal type storage tank of required capacity made of rotationally molded from (HDPE), double plypolyethelene of approved manufacturer i/c cost of making connection for inlet/outlet pipe, float valve i/c all cost of specials & labour complete in all respect as approved and directed by the Engineer Incharge. (1unit = 300 Gallons) | Per Gallon | 200 | 123 | 24600 | |
| 138 | 19/56 | Supply & Installation of Duel (Electric and Gas Water Heaters)with factory-installed pressure relief valve, adjustable water temperature control thermostate, Copper connections for specific capacity having leaving waterr temprature 140degF & working pressure 15PSI, Ambasador/ Canon or approved manufacturer i/c cost of all accessories to complete the job as per specifications and standards & making connection, complete in all respect as approved and /or directed by Engineer Incharge. | |||||
| 139 | (i) 35 Gallons | Each | 81723 | ||||
| 140 | (iii) 55 Gallons | Each | 86041.5 | ||||
| 141 | 19/55 | Providing/ fixing Electric water heater (Geyser)comprising of tank of 14SWG, GI sheet and external cover of 22 SWG MS sheet, insulated with 4" thick high density glasswool, imported thermostati/ celectricrod, safety valve (Ambassador/Canon) or approved equivalent manufacturer i/c cost of accessories & making connection complete in all respect as approved and directed by Engineer Incharge. (iii) 15 Gal capacity | Each | 36961.5 | |||
| 142 | (iv) 20 Gal capacity | Each | 1 | 36647.6 | 36647.6 | ||
| 143 | 21/7 | Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects: b) concrete Gully trap. | Each | ||||
| 144 | 19/8 | Providing and fixing brass ball float valve:- vi) 5 cm (2") dia | Each | 1 | 2114 | 2114 | |
| 145 | 23/64 | Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 146 | Dry Chemical Powder capacity 6 Kg. | Each | |||||
| 147 | CO2 Capacity 5 kg. | Each | |||||
| 148 | HFC Type Capacity 6kg | Each | |||||
| 149 | K-Type wet chemical capacity 6 Litters. | Each | |||||
| 150 | Fire Blanket, White Color, with Black Strip, Hard Flat PVC Case in Red Color, of 4ft x 6ft size. | Each | 1 | 10609.2 | 10609.2 | ||
| 151 | NS | Providing/ fixing/ SS Floor drain Screen/Jali 6x6 complete in all respect as approved and directed by Engineer Incharge. | Each | 12 | 1500 | 18000 | |
| 152 | **CAR PARKING** | ||||||
| 153 | **EARTHWORKS** | ||||||
| 154 | 3/49-a | Jungle clearance and removing within 100 ft. (30 m). a) Ordinary (for Clearing & Grubbing) | P.Sft | 40172 | 0.406 | 16309.832 | |
| 155 | 3/47. | Cutting and removing trees within a distance of 100 ft. (30 m) | |||||
| 156 | a | upto 2½ ft. (150 mm) girth. | Each | 20 | 2426.15 | 48523 | |
| 157 | b | above 2½ ft. to 6 ft. (760 to 1800 mm) girth. | Each | 10 | 4720.3 | 47203 | |
| 158 | 3,/ 48 | Uprooting stump and removing within 100 ft. (30 m) from 2 ft. to 6 ft. (600 to 1800 mm) girth. | Each | 30 | 3045.25 | 91357.5 | |
| 159 | 3/25. | Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: (For N.G.C) | |||||
| 160 | i | 95% to 100% maximum modified AASHTO dry density. | P.Cft | 983.25 | 1.7 | 1671.525 | |
| 161 | ii | 90% maximum modified AASHTO dry density. | P.Cft | 5571.75 | 1.43 | 7967.6025 | |
| 162 | 3/5. | Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m), including ploughing and mixing with blade grade or disc harrow or other suitable equipment, and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:- | |||||
| 163 | i) 95% to 100% maximum modified AASHTO dry density. | P.Cft | 349600 | 9.73 | 3401608 | ||
| 164 | 18/03-aii | Providing and laying Sub-base Course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of Sub-base Material to required depth, grade to achieve 100% maximum modified AASHTO dry density, icluding carriage of all materials lead 30 km. | P.Cft. | 13256.65 | 138.258 | 1832837.9157 | |
| 165 | 6/53 b ii | Providing and fixing precast Edge Kerb Stone (4"to 6" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc complete in all respect. B) With Painting (iii) (300x150x450mm high) | P.Rft | 330 | 687.15 | 226759.5 | |
| 166 | 10/43-c | Providing and laying Tuff pavers, having 7000 PSI, crushing strength of approved Manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect.(50% Grey / 50% Coloured) 80-mm thick | Sft | 26513.3 | 248.85 | 6597834.705 | |
| 167 | 23/14-a | Providing, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar | |||||
| 168 | b) 4" i/d (100 mm) | Rft | 400 | 489.5 | 195800 | ||
| 169 | d) 6" i/d (150 mm) | Rft | 520 | 948.25 | 493090 | ||
| 170 | 21/6 | Constructing standard gully grating chamber, 3'x2½' (900x750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects. | Each | 35 | 21200.8 | 742028 | |
| 171 | **EARTHWORK (EXCAVATION & EMBANKMENT)** | ||||||
| 172 | 3/21 1ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil. | |||||
| 173 | Boundary Wall Footing | Cft | 24990 | 10.73 | 268142.7 | ||
| 174 | 3/15 i | Filling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc. | Cft | 8246.7 | 8.16 | 67293.072 | |
| 175 | **CONCRETE** | ||||||
| 176 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 all lead carrage including | Cft | 1785 | 388.22 | 692972.7 | |
| 177 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) :(f) Ratio 1: 2: 4 | |||||
| 178 | 6/9 b-v-ii | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) v) 3000 PSI (ii) More Than 9" Thick Lead upto 45 km | Cft | 9450 | 623.53724 | 5892426.918 | |
| 179 | 6/9 a-v | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. a) 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:- (v) 3000 PSI Lead upto 45 km | Cft | 1569.4 | 736.06 | 1155172.564 | |
| 180 | 6/9 c-vi | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (c) Substructure (Foundations, Pile Cap, Raft, Strip and Footing Beams) (vi) 3000 PSI Lead upto 45 km | Cft | 7175.63 | 591.41 | 4243739.3383 | |
| 181 | 6/12c | 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 bar (Grade-60) | Kg | 72780.12 | 284.79 | 20727050.3748 | |
| 182 | 6/36-a | Providing and fixing theremopore (foamed polythene) sheet in horizontal and vertical expansion joints:. a) 1" (25 mm) thick thermopore sheet | Sft | 145.8 | 29.9 | 4359.42 | |
| 183 | **BRICK WORK** | ||||||
| 184 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | Cft | 4252.5 | 439.53 | 1869101.325 | |
| 185 | **SURFACE RENDERING** | ||||||
| 186 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | Sft | 123.42 | 6585.35 | 812763.897 | |
| 187 | 11/39. | Preparing surface and applying Graffiato Weather Coating ( Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge. | Sft | 12342 | 86.45 | 1066965.9 | |
| 188 | 25/9. | Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | Kg | 576 | 483.65 | 278582.4 | |
| 189 | 25/11. | Erection and fitting in position iron trusses, staging of water tanks, etc. | Kg | 576 | 20.42 | 11761.92 | |
| 190 | 13/5 d | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. | Sft | 768 | 12.74 | 9784.32 | |
| 191 | ii) each subsequent coat of paint. 3 coat | Sft | 768 | 25.5 | 19584 | ||
| 192 | **MISCELLANEOUS** | ||||||
| 193 | 26/45 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | Sft | 13020 | 12.7 | 165354 | |
| 194 | 25/71 | Providing and fixing barbed wire fencing on compound wall, consisting of 1½"x1½"x3/16" (40x40x5mm) angle iron post 3' (900 mm) long, 4' (1200 mm) apart embedded in cement concrete 1:4:8 base of size 6"x6"x9" (150x150x225 mm) and 4 rows of barbed wire, including binding wire, painting posts, etc. complete in all respects | sft | 810 | 376.66 | 305094.6 | |
| 195 | Civil Works | ||||||
| 196 | Excavation | ||||||
| 197 | 3/21/b-ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) | |||||
| 198 | By Excavator | ||||||
| 199 | in ordinary soil. | Cft | 5297.25 | 10.73 | 56839.4925 | ||
| 200 | b) Lift from 5ft (1.5m) to 15 ft (4.5 m):- | ||||||
| 201 | ii) Ordinary soil | Cft | 3472.875 | 13.01 | 45182.10375 | ||
| 202 | Anti Termite | ||||||
| 203 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspension concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250) = 540 Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect as approved by the Engineer Incharge. | P.Sft | 1874.25 | 12.7 | 23802.975 | |
| 204 | 3/15 | Filling, watering and ramming earth under floors:- | |||||
| 205 | i) with surplus earth from foundation, etc. | Cft | 5262.08 | 8.15 | 42885.952 | ||
| 206 | Cement Concrete | ||||||
| 207 | 6/5/i+1/1 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): i/c all lead and carriage of all material | |||||
| 208 | (i) Ratio 1: 4: 8 | Cft | 137 | 388.22 | 53186.14 | ||
| 209 | Brick work in Foundation | ||||||
| 210 | 7/4/i | Pacca brick work in foundation and plinth in:- | |||||
| 211 | Cement, sand mortar:- Ratio 1:5 | Cft | 766.5 | 398.96 | 305802.84 | ||
| 212 | Brick work in Ground Floor | ||||||
| 213 | 7/5/i | Pacca brick work in ground floor:- | |||||
| 214 | Cement, sand mortar:- Ratio 1:4 | Cft | 661.5 | 421.81 | 279027.315 | ||
| 215 | Plaster Work | ||||||
| 216 | 11/9/b | Cement plaster 1:4 upto 20' (6.00 m) height:- | |||||
| 217 | b) ½" (13 mm) thick | Sft | 630 | 49.23 | 31014.9 | ||
| 218 | 11/9/c | Cement plaster 1:4 upto 20' (6.00 m) height:- | |||||
| 219 | c) ¾" (20 mm) thick | Sft | 14.44 | 65.85 | 950.874 | ||
| 220 | 11/12/b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. | |||||
| 221 | b) 1:3 | Sft | 324 | 56.24 | 18221.76 | ||
| 222 | 13/31 | Preparing surface and painting with emulsion paint:- | |||||
| 223 | a) first coat | Sft | 1836 | 17.6 | 32313.6 | ||
| 224 | b) 2nd and each subsequent coat | Sft | 3672 | 13.61 | 49975.92 | ||
| 225 | Concrete Work | ||||||
| 226 | 6/9+1/1 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture and hydralic pump as approved and directed by the Engineer Incharge. i/c all lead and carriage of all material | |||||
| 227 | (c) Substructure (Foundations, Raft, Strip and Footing Beams) | ||||||
| 228 | (iv) 4000 PSI | P.Cft | 1568 | 690.06282 | 1082018.50176 | ||
| 229 | (a) 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:-i/c all lead and carriage of all material | ||||||
| 230 | (iv) 4000 PSI | P.Cft | 4009.68 | 834.71282 | 3346931.3000976 | ||
| 231 | (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) | ||||||
| 232 | iv) 4000 PSI (ii) More Than 9" Thick | P.Cft | 799.5 | 720.81282 | 576289.84959 | ||
| 233 | 6/16 | Extra labour for laying concrete plain or reinforced: | |||||
| 234 | (a) above 30' (6 m) upto 40'(12 m) height | Cft | 8.3625 | 64.96 | 543.228 | ||
| 235 | b) Above 40' upto 50' height | Cft | 4.7145 | 105.56 | 497.66262 | ||
| 236 | c) Above 50' upto 60' height | Cft | 4.186875 | 146.16 | 611.95365 | ||
| 237 | d) Above 60' upto 70' height | Cft | 10.414875 | 186.76 | 1945.082055 | ||
| 238 | e) Above 70' upto 80' height | Cft | 2.01705 | 227.36 | 458.596488 | ||
| 239 | Crush Stone Carriage | ||||||
| 240 | Admixture | ||||||
| 241 | 6/56 | Providing and mixing super plasticizer (water reducing admixture) as defined in ASTM C-94 in order to achieve the required consistancy / workablility measured by the slump or to acheives pecified strenth in the ratio as proposed by the designer in the concrete mix design etc.complete in all respect as appprved and directed by Engineer incharge. | P.Gln | 624.70016 | 839.5 | 524435.78432 | |
| 242 | Steel Work. | ||||||
| 243 | 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):- | |||||
| 244 | Deformed bars (Grade-60) | Kg | 33477.448587795 | 284.79 | 9534042.5833181 | ||
| 245 | PVC Water Stopper | ||||||
| 246 | 6/32 | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. | |||||
| 247 | i) 10"wide 6 mm thick | Rft | 80 | 426 | 34080 | ||
| 248 | Sand Filling | ||||||
| 249 | 10/3 | Supplying and filling sand under floor; or plugging in wells. | Cft | 327.4425 | 41.56 | 13608.5103 | |
| 250 | Brick ballast | ||||||
| 251 | 6/2 | Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. | Cft | 242.88 | 140.76 | 34187.7888 | |
| 252 | 10/16 | Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels:- | |||||
| 253 | (c) 1½"(40 mm) thick | Sft | 736 | 100.31 | 73828.16 | ||
| 254 | 10/10 | Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6. | %Sft | 560 | 189.73 | 106248.8 | |
| 255 | Khurras | ||||||
| 256 | 9/15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 1 | 1228.55 | 1228.55 | |
| 257 | 9/20-a | Cast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:- | |||||
| 258 | a) 4" dia (100 mm) cast iron down pipe. | P.Rft | 80 | 505.3 | 40424 | ||
| 259 | 9/21 | Rain water down pipe cast iron head fixed in place, including cost of clamp holdfast and painting | Each | 4 | 1451.3 | 5805.2 | |
| 260 | 9/22 | Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting. | Each | 4 | 720.1 | 2880.4 | |
| 261 | Angle Iron Step | ||||||
| 262 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 10 | 661.35 | 6613.5 | |
| 263 | Railing | ||||||
| 264 | 25/36 | Providing and fixing stair railing of 2½" (63 mm) i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm) square M.S. bars 2'-9" (838 mm) high, fixed in each step, complete in all respects, including painting, polishing three coats. | Rft | 225 | 2172.35 | 488778.75 | |
| 265 | 25/35 | Providing and fixing terrace railing of 2" (50 mm) i/d conduit pipe 16 SWG, welded with 5/8"x5/8" (16x16 mm) square bar 2.75 ft. (838 mm) high fixed at 5" (125 mm) centre to centre, in reinforced cement concrete slab with suitable arrangement, complete in all respects, as per design and drawing. | Rft | 220 | 1823.15 | 401093 | |
| 266 | G.I Pipe | ||||||
| 267 | 23/19 | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with flanged joints, using G.I. pipe of B.S.S. 1387-1967 complete in all respects, including specials and valves:- | |||||
| 268 | i) G.I. flanged joints (Heavy Quality) | ||||||
| 269 | f) 6" i/d (150 mm) | Rft | 300 | 3046.45 | 913935 | ||
| 270 | Gate Valves | ||||||
| 271 | 23/42 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges, nut/ bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 272 | (b) Flange Ended Ductile Iron Valve | ||||||
| 273 | (ix) 6" dia | Each | 3 | 49893.6 | 149680.8 | ||
| 274 | Cover | ||||||
| 275 | 19/40 | Supply and fitting of cast iron manhole cover square / circular with frame, etc. complete. iii) 60 cm (24") | Each | 2 | 6089.85 | 12179.7 | |
| 276 | 10/4 | Providing, laying, watering and ramming stone ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 30% sand, for floor foundation, including compaction complete in all respects. | Cft | 5953.5 | 146.29 | 870937.515 | |
| 277 | Terrazzo /Mosaic water Proofing | ||||||
| 278 | 11/42 | Providing and laying ½" thick washed Terrazzo on walls in required colour & shade with one part of cement and marble powder 3:1 and two parts of marble chips, using white cement with additives laid over preplastered surface i/c cost of all types of labour, scaffolding, applying at any height in any floor over well cleaned plastered surface i/c preparation and cleaning the surface, complete in all respect, as per specifications, as approved and directed by the Engineer Incharge. | Sft | 1040 | 143.2 | 148928 | |
| 279 | Level Indicator | ||||||
| 280 | N.S | Providing and installing of Level Indicator complete with Steel pully, Steel Wire, Gauge Unit including all accessories such as G.I. Pipe, level indicator needle & anchoring arrangement with Float, jointing material as per drawing and/or directed by the Engineer complete in all respect | Each | 1 | 25000 | 25000 | |
| 281 | Air Vent | ||||||
| 282 | N-S | Providing and fixing 4 " dia air vent on roof of over head tank. | Each | 1 | 10000 | 10000 | |
| 283 | N.S | Level indicator Transmitter (Ultrasonic) - Origin: Europe / USA / German or Equivalent - Ultrasonic working principle - Display of measured value in level, distance (cm, m, inch or feet) or volume (liters, m3 , imp, gallons) - 4-20 mA, 0-20 mA or 0-10V analog output options - Single line 5 digit LCD display and 4 sealed keypads for configuration - 100 mA max. @24 VDC / 150 mA max. @16 VDC - 500 Ω | Each | 1 | 145000 | 145000 | |
| 284 | 23-2-a i | Direct Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- a) from ground level to 250 ft. (75 m) below ground level:- i) 15" to 18" (375 to 450 mm) i/d | |||||
| 285 | Rft of bore | 250 | 883.05 | 220762.5 | |||
| 286 | 23-2-b i | Direct Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- b) exceeding 250 ft. (75 m) depth below ground level:- i) 15" to 18" (375 to 450 mm) i/d | |||||
| 287 | Rft of bore | 350 | 970.05 | 339517.5 | |||
| 288 | 6-5-f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 , i/c all lead and carriage of all material | |||||
| 289 | P.Cft | 16 | 510.00724 | 8160.11584 | |||
| 290 | 23-11-vi a | Providing and installing P.V.C. Bail/End plug, in tubewell bore hole:-10" i/d (300 mm)B.S.S. Class `B' | |||||
| 291 | Each | 1 | 782.35 | 782.35 | |||
| 292 | 23-10-vi | Providing and installing Fiberglass reinforced polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.00 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness) | |||||
| 293 | Per Rft | 70 | 3916.8 | 274176 | |||
| 294 | 23-12-j | Providing and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- j) 12" i/d, ¼" (300 mm i/d 6 mm) thick | |||||
| 295 | Per Rft | 530 | 6145.05 | 3256876.5 | |||
| 296 | 23/33-a 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. (Internal/External Diameters mentioned). PN-16 pipe (For Tap) 1") 32 mm | |||||
| 297 | Per Rft | 35 | 126.1 | 4413.5 | |||
| 298 | 23/16 i | Testing and developing of tubewell of size 6" (150 mm) i/d and above continuously upto 1.5 cs. Discharge | |||||
| 299 | Per Hour | 72 | 2681.3 | 193053.6 | |||
| 300 | 23/17. | Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole. | P.Cft | 519.4 | 189.3 | 98322.42 | |
| 301 | 25/10. | Fabrication of heavy steel 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 excluding erection in position. (For Supply & installation of 1/2" i/d thick M.S Cap for 12" housing pipe) | |||||
| 302 | P.Kg | 45 | 353.34 | 15900.3 | |||
| 303 | 25/11. | Erection and fitting in position iron trusses, staging of water tanks, etc. | |||||
| 304 | P.Kg | 45 | 20.42 | 918.9 | |||
| 305 | 23/4. | Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement, for preserving samples of strata from bore hole. | Job for complete bore | 1 | 43572.85 | 43572.85 | |
| 306 | 23/37-ii. | Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). Double | |||||
| 307 | Each | 1 | 14405.2 | 14405.2 | |||
| 308 | 23/42-b. | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia | |||||
| 309 | Each | 1 | 140805 | 140805 | |||
| 310 | 23/44-b | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia | |||||
| 311 | Each | 1 | 69711.6 | 69711.6 | |||
| 312 | N.S | Taking of water samples (2 bottles each) at the end of the pumping test. Full chemical and bacteriological analysis, of water samples according to Pakistani standard. | |||||
| 313 | Each | 3 | 8000 | 24000 | |||
| 314 | RA-06 | For Water Supply Bore Pump: Providing, fixing,, testing and Commissioning of 0.5 cusec and 950ft head, Submersible bore hole pump with 30 HP, pump motor set, setting 470 ft (4” Column Pipe), SD Cable, 4” top set, Erection Clamps, Reducer, NRV & Sluice Valves, pressure gauge with siphon, Joints along with Motor Control Unit (MCU), complete in all respects at site. (including all applicable taxes). | |||||
| 315 | Each | 1 | 5239200 | 5239200 | |||
| 316 | N.S | Carrying out Electrical Resistivity Survey from firms / agencies (approved by the Engineer), including, providing all required materials, tools, instruments and equipments complete with accessories to carry out the tests, with all necessary staff, labour, transport including report of ERS indicating the detail of strata's and assessment of water quality and quantity complete as per specifications, condition of contract and approval of the Engineer. | |||||
| 317 | Job | 1 | 125000 | 125000 | |||
| 318 | N.S | Providing sanitary seal in annular space between borehole and casing for reverse rotary tube well by pressure grouting / tremie pipe using neat cement slurry or cement–bentonite slurry for a minimum depth of 15 feet below ground level, to prevent ingress of surface contaminated water, complete as per specifications and directions of the Engineer-in-Charge. (Analysis Attached) | |||||
| 319 | Rft | 15 | 1511.0065643544 | 22665.098465315 | |||
| 320 | **TUBEWELL ROOM** | ||||||
| 321 | **CONSTRUCTION OF TUBEWELL ROOM** | ||||||
| 322 | **CIVIL WORKS** | ||||||
| 323 | 3/21 bii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Excavator. ii) in ordinary soil. | P.Cft | 255 | 17.08 | 4355.4 | |
| 324 | 3/15 ii | Filling, watering and ramming earth under floors: ii) with new earth excavated from outside, lead upto (30m). | P.Cft | 127.5 | 32.0498 | 4086.3495 | |
| 325 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all lead and carriage of all material | P.Cft | 138.8325 | 388.22 | 53897.55315 | |
| 326 | 6/5 h | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (h) Ratio 1: 3: 6, i/c all lead and carriage of all material | P.Cft | 82.98 | 439.789102 | 36493.69968396 | |
| 327 | 6/6 ai2 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) 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:- (2) Type B (nominal mix 1: 1½: 3). i/c all lead and carriage of all material | P.Cft | 137.1706 | 861.31282 | 118146.79630709 | |
| 328 | 7/4 i | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5 | P.Cum | 546.41 | 398.96 | 217995.7336 | |
| 329 | 7/5 i | Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4 | P.Cum | 421.875 | 421.81 | 177951.09375 | |
| 330 | 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):- | P.Kg | 411.5118 | 284.79 | 117194.445522 | |
| 331 | 6/37a(ii) | Providing and laying damp proof course of 1: 2: 4 (using cement, sand and shingle), including bitumen coating :- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge :- ii) 2" thick (50 mm) | Sft | 76.5 | 138.52 | 10596.78 | |
| 332 | 6/39 a(i)b | Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet. 500 gauge: 3/4" Thick i) Ratio 1: 4 b) ¾" thick (20 mm) | Sft | 102 | 85.99 | 8770.98 | |
| 333 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | Sft | 51.231412639405 | 49.23 | 2522.1224442379 | |
| 334 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | Sft | 75.487918215613 | 65.85 | 4970.8794144981 | |
| 335 | 11/12 b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3 | Sft | 18.726765799257 | 56.24 | 1053.1933085502 | |
| 336 | 9/35 ii | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- ii) Thermopore sheet ¾ " (20 mm) thick | Sft | 14.521375464684 | 191.08 | 2774.7444237918 | |
| 337 | 9/15. | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 1 | 1228.55 | 1228.55 | |
| 338 | 19/47 v | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Type (SDR 32.5/SN-8) (v)4"(110 mm) | Rft | 14 | 254.3 | 3560.2 | |
| 339 | 10/22 a | 1½"(40 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1"(25 mm) thick floor of 1:2:4 cement concrete, including rubbing and polishing complete with finishing :- (a) using grey cement | Sft | 13.382899628253 | 312.42 | 4181.0855018587 | |
| 340 | 10/35 bii | Mosaic dado or skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over ½"(13 mm) thick cement plaster 1:3, including rubbing and polishing, complete with finishing. (a) using grey cement: ii) ½"(13 mm) thick | Sft | 2.2304832713755 | 210.12 | 468.66914498141 | |
| 341 | 12/5 biii | 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. (iii) 1-1/2" thick (40 mm) | Sft | 2.2769516728625 | 3287.65 | 7485.8201672862 | |
| 342 | 12/16. | Providing and fixing M.S. sheet hollow pressed frame of doors, windows, C. windows, etc. (chowkat only) of 20 SWG welded with M.S. flat 6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4" (100 mm) long iron hinges, including filling chowkat with cement sand mortar 1:8 and embedding holdfast in cement concrete 1:2:4, complete in all respects | Rft | 7.4695121951219 | 527.55 | 3940.5411585366 | |
| 343 | 25/51. | 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 1.6mm thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge. | Sft | 2.3234200743494 | 1322.5 | 3072.7230483271 | |
| 344 | 25/52. | Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect. | Sft | 1.1617100371747 | 538.3 | 625.34851301115 | |
| 345 | 25/58. | Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars | Sft | 2.3234200743494 | 1178.65 | 2738.499070632 | |
| 346 | 12/64. | Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | Each | 1 | 4569.55 | 4569.55 | |
| 347 | 12/35 c | Providing and fixing door stops of 1½" (40 mm) dia rubber block. | 1 | 180.5 | 180.5 | ||
| 348 | 11/23+24 i+ii | Priming coat of chalk under distemper… | Sft | 69.958178438662 | 23.37 | 1634.9226301115 | |
| 349 | 11/18 b | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- b) ratio 1:3 | Sft | 75.487918215613 | 50.89 | 3841.5801579926 | |
| 350 | 26/43. | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | Sft | 34.711895910781 | 12.7 | 440.84107806691 | |
| 351 | 23/52. | Providing and fixing Chain Pulley Block of 5 ton capacity with 5 meter length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge. | Each | 1 | 53030 | 53030 | |
| 352 | 25/10+11 | Fabrication of heavy steel 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 excluding erection in position. Erection and fitting in position iron trusses, staging of water tanks, etc. | KG | 100 | 373.76 | 37376 | |
| 353 | **WATER DISTRIBUTION NETWORK** | ||||||
| 354 | **CIVIL WORKS** | ||||||
| 355 | 3/46. | Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines/electric cables upto 5 ft. (1.5 m) depth from ground level, including backfilling, trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects | |||||
| 356 | CFt | 3416.886825 | 12.19 | 41651.85039675 | |||
| 357 | 3/24-b ii | Compaction of earthwork (soft, ordinary or hard soil) :- b) Compaction by rolling with animal driven roller/hand rammed: ii) ordinary soi | |||||
| 358 | CFt | 3383.949495 | 2.84 | 9610.4165658 | |||
| 359 | 3/13 a | Rehandling of earthwork (Lead upto a single throw of Kassi, phaorah or shovel) | |||||
| 360 | CFt | 3416.886825 | 4.06 | 13872.5605095 | |||
| 361 | 6/ 5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 (cylindrical strength of concrete 2500 Psi). i/c all lead and carriage of all material | |||||
| 362 | CFt | 40.09335 | 509.99724 | 20447.497842354 | |||
| 363 | 6/ 5 c | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (c) Ratio 1: 1½: 3 i/c all lead and carriage of all material | |||||
| 364 | CFt | 5.125 | 585.19282 | 2999.1132025 | |||
| 365 | 6/6 (a i 2b) | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) (i) 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:- (2) Type B (nominal mix 1: 1½: 3). i/c all lead and carriage of all material | |||||
| 366 | CFt | 21.380705977536 | 861.31282 | 18415.476159102 | |||
| 367 | 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 bar (b) Deformed bars (ii) (Grade-60) | |||||
| 368 | P.Kg | 42.761411955072 | 284.79 | 12178.022510685 | |||
| 369 | 23/30b | Providing, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100) working presure pipe, Beta/ Dadex/ Popular/ IIL or approved equivalent manufacturer, including the cost of specials, in trenches, as approved & directed by the engineer incharge, complete in all respects. b) PN-8 (SDR-21) | |||||
| 370 | 50 mm | RFt | 200 | 93.5 | 18700 | ||
| 371 | 75 mm | RFt | 200 | 199.95 | 39990 | ||
| 372 | 23/37 ii | Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). (Double acting) | |||||
| 373 | No | 1 | 14405.2 | 14405.2 | |||
| 374 | 23/44 b | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. b) Flange Ended Ductile Iron Valve | |||||
| 375 | 4" dia | Each | 1 | 13346.4 | 13346.4 | ||
| 376 | 23/42 b | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. Flange Ended Ductile Iron Valve | |||||
| 377 | 4" dia | Each | 1 | 30780 | 30780 | ||
| 378 | 6/5 a | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (a) Ratio 1: 1:2 i/c | |||||
| 379 | CFt | 40 | 697.81 | 27912.4 | |||
| 380 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | |||||
| 381 | CFt | 223.171875 | 439.53 | 98090.73421875 | |||
| 382 | 11/08/ b | Cement plaster 1:3 upto 20' (6.00 m) height:-½" (13 mm) thick | |||||
| 383 | SFt | 203.76 | 51.58 | 10509.9408 | |||
| 384 | 21/13. | Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects. | |||||
| 385 | Each | 3 | 20715.65 | 62146.95 | |||
| 386 | 23/61 | Supply, installation, testing, and commissioning of Garden / fire Hydrants made by Haseen Habib / Teepu Engineering or approved equvilent manufacturer, according to B.S.S. 750 standard double delivery type having 4" dia barrel with 2 Nos. 2-1/2" valve including the cost of jointing material with all fittings and accessories complete in all respect as approved by the Engineer Incharge | |||||
| 387 | Each | 4 | 59750.15 | 239000.6 | |||
| 388 | **SEWERAGE SYSTEM** | ||||||
| 389 | **SEPTIC TANK** | ||||||
| 390 | **CIVIL WORKS** | ||||||
| 391 | 3/43 2aii | Earth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means a) 0 ft. to 7.0 ft. (0 to 2.10 m) depth ii) Ordinary soil | |||||
| 392 | Cft | 315.6945 | 9.75 | 3078.021375 | |||
| 393 | 3/43 2bii | Earth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means b) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth ii) Ordinary soil | |||||
| 394 | Cft | 299.909775 | 12.59 | 3775.86406725 | |||
| 395 | 6/ 3 -b | Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1: 4: 8 i/c all lead and carriage of all material | |||||
| 396 | Cft | 15.784725 | 359.74 | 5678.3969715 | |||
| 397 | 6/6 (a-3) | Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):- i/c all lead and carriage of all material | |||||
| 398 | (a) 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:- i/c all lead and carriage of all material (3) Type C (nominal mix 1: 2: 4) | Cft | 47.557025064 | 786.93724 | 37424.394046475 | ||
| 399 | 6/6 (b-3i) | (3) Type C (nominal mix 1: 2: 4)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects: | Cft | 136.63555 | 758.93724 | 103697.80720288 | |
| 400 | 6/6 (c-3) | (c) Reinforced cement concrete in Pile cap, slab of rafts / stripfoundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) Including all lead and carrage complete in all respects:- | Cft | 23.73945 | 634.18724 | 15055.256274618 | |
| 401 | 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 deformed bar (b) Deformed bars ii-(Grade-60) | Kgs | 831.728100256 | 284.79 | 236867.84567191 | |
| 402 | 6/32 (ii) | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. ii) 10 mm thick | P Rft | 30 | 816 | 24480 | |
| 403 | 21/14 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | P Nos | 2 | 24427.75 | 48855.5 | |
| 404 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | P Nos | 12 | 661.35 | 7936.2 | |
| 405 | 19/47 (vii) | Providing, fixing, testing and commissioning of µ-PVC(Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular/ Beta or approved equivalent manufacturer, plain / Bell Ended /Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the costof specials and Solvents complete in all respects, as per drawings &specifications and / or as approved and directed by the EngineerIncharge. (vii) 200 mm | P Rft | 20 | 525.65 | 10513 | |
| 406 | **SEWERAGE SYSTEM** | ||||||
| 407 | **SOAKAGE PIT** | ||||||
| 408 | 22/1 (a) | Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :- | |||||
| 409 | i) from 0' to 5' (o to 1.5 m) depth | Cft | 565.2 | 12.06 | 6816.312 | ||
| 410 | ii) from 5.1' to 10' (1.5 to 3.0 metre) depth | Cft | 565.2 | 12.603 | 7123.2156 | ||
| 411 | 22/2 (a) | Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :- | |||||
| 412 | i) from 10' to 15'(3.0 to 4.5 m) depth | Cft | 565.2 | 64.96 | 36715.392 | ||
| 413 | ii) from 15.1' to 20'(4.5 to 6.0 m) depth | Cft | 565.2 | 81.2 | 45894.24 | ||
| 414 | iii) from 20.1' to 25'(6.0 to 7.5 m) depth | Cft | 565.2 | 97.44 | 55073.088 | ||
| 415 | iv) from 25.1' to 30'(7.5 to 9.0 m) depth | Cft | 565.2 | 113.68 | 64251.936 | ||
| 416 | v) from 30.1' to 35'(9.0 to 10.5 m) depth | Cft | 565.2 | 129.93 | 73436.436 | ||
| 417 | vi) from 35.1' to 40'(10.5 to 12.0 m) depth | Cft | 565.2 | 146.171 | 82615.8492 | ||
| 418 | vii) from 40.1'to 45'(12.0 to 13.5 m) depth | Cft | 565.2 | 162.412 | 91795.2624 | ||
| 419 | viii) from 45'(13.5 Sm) to any depth | Cft | 565.2 | 178.654 | 100975.2408 | ||
| 420 | 6/6 | Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):-i/c all lead and carriage of all material | |||||
| 421 | b-2(ii) | (b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects:i/c all lead and carriage of all material (2) Type B (nominal mix 1:1-1/2:3) (ii) More Than 9" thick (Avg) | Cft | 78.5 | 760.81282 | 59723.80637 | |
| 422 | 6/6a-ii | (a) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members castin situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3) i/c all lead and carriage of all material | Cft | 25.12 | 861.31282 | 21636.1780384 | |
| 423 | 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):- | Kg | 570.549 | 284.79 | 162486.64971 | |
| 424 | 7/7-i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | Cft | 1645.189 | 439.53 | 723109.92117 | |
| 425 | 21/14 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | Each | 1 | 24427.75 | 24427.75 | |
| 426 | 1.9090909090909 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 10 | 661.35 | 6613.5 | |
| 427 | 19/47-iv | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge. | |||||
| 428 | (iv) 82mm | P Rft | 50 | 160.6 | 8030 | ||
| 429 | **CIVIL WORK** | ||||||
| 430 | **EARTHWORK (EXCAVATION & EMBANKMENT)** | ||||||
| 431 | 3/21-1-bii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m), 2) a) By Excavator. ii) in ordinary soil. | P.Cft | 11967.9 | 10.73 | 128415.567 | |
| 432 | 3/11-b | Excavation in rock dressed to designed section, grades and profiles, excavated material disposed off within 100 ft. (30 m) and lift upto 5'-0" (1.5 m). b) Medium hard rock, requiring occasional blasting. | P.Cft | 5129.105 | 51.113 | 262163.943865 | |
| 433 | 3/15 i | Filling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc. | P.Cft | 8548.5 | 8.16 | 69755.76 | |
| 434 | 3/15 ii | Filling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c Lead upto 8 km | P.Cft | 4917.25 | 32.0495 | 157595.403875 | |
| 435 | **CONCRETE** | ||||||
| 436 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c Lead upto 45 km | |||||
| 437 | Foundation | P.Cft | 1068.5625 | 388.22 | 414837.33375 | ||
| 438 | 6/2 | Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. | |||||
| 439 | Ground Floor | P.Cft | 1110.924375 | 140.76 | 156373.715025 | ||
| 440 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c Lead upto 45 km | |||||
| 441 | Ground Floor | P.Cft | 283.294375 | 509.99724 | 144479.34935753 | ||
| 442 | 6/9 c-vi | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c Lead upto 45 km | P.Cft | 8846 | 591.41282 | 5231637.80572 | |
| 443 | 6/9-a-v | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) 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:-. (v) 3000 PSI i/c Lead upto 45 km | |||||
| 444 | Ground Floor | P.Cft | 4779.953125 | 736.06282 | 3518345.7766553 | ||
| 445 | 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):- (b) Deformed bars, (ii) (Grade-60) | P.Kg | 61673.7421875 | 284.79 | 17564065.037578 | |
| 446 | **BRICK WORK** | ||||||
| 447 | 7/4 i | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5 | P.Cft | 2815.0078125 | 398.96 | 1123075.516875 | |
| 448 | 7/5 i | Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4 | |||||
| 449 | Ground Floor | P.Cft | 3462.046875 | 421.81 | 1460325.9923438 | ||
| 450 | **ROOFING** | ||||||
| 451 | 9/35 iii | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- iii) Thermopore sheet 1" (25 mm) thic( | |||||
| 452 | Roof Area | P.Sft | 3585.5 | 197.51 | 708172.105 | ||
| 453 | 9/15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | |||||
| 454 | Roof Area | Each | 7 | 1228.55 | 8599.85 | ||
| 455 | 23/14 a-b | Providing, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar) | |||||
| 456 | b) 4" i/d (100 mm) | ||||||
| 457 | Roof Area | Rft | 108 | 489.5 | 52866 | ||
| 458 | 23/26-a-ii | Providing and installing P.V.C. tees, of B.S.S i) Class `B' working pressure:-ii) 4" i/d (100 mm | |||||
| 459 | Roof Area | Each | 7 | 2398.35 | 16788.45 | ||
| 460 | 23/25-a-ii | Providing and installing P.V.C. bends, of B.S.S.i) Class `B' working pressure:-ii) 4" i/d (100 mm) | |||||
| 461 | Roof Area | Each | 7 | 865.75 | 6060.25 | ||
| 462 | 9/48-iv | Providing and fixing false ceiling comprises of Gypsum board laminated sheet of size 2'x2'/2'x3'/ 3'x3'of specified design and thickness i/c cost of fixtures i.e galvanized angle 1" x 1" at wall sides, galvanized tee 1¼" x 1"and 1 ½” x 1” both at 4’ c/c ( made of Taiwan CKM or equivalent), hanging with G.I/Copper wire 16 SWG, G.I hook, Rawal Plug etc: complete in all respects as approved and directed by the Engineer Incharge. iv) 12 mm thick | |||||
| 463 | Ground Floor | P.Sft | 1795.3125 | 182.25 | 327195.703125 | ||
| 464 | 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). | |||||
| 465 | Ground Floor | P.Sft | 1571.125 | 130.9 | 205660.2625 | ||
| 466 | **FLOORING** | ||||||
| 467 | 10/3 | Supplying and filling sand under floor; or plugging in wells. | P.Cft | 1110.924375 | 41.56 | 46170.017025 | |
| 468 | 10/46-a-iv | Providing and laying superb quality Porcelain glazed tiles flooring of MASTER brand of specified size in approved design, Color and Shade with adhesive/bond over 3/4" thick (1:3) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed tiles (iv) 600mmx 1200 mm (24"x48") | |||||
| 469 | Ground Floor | P.Sft | 1530.4375 | 501.05 | 766825.709375 | ||
| 470 | 10/36-a-iv | Providing and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed Tile (iv) 600mmx 1200 mm (24"x48") | |||||
| 471 | Ground Floor | P.Sft | 1062.8875 | 501.2 | 532719.215 | ||
| 472 | 10/51-i | Providing and laying Prepolished Granite of specified thicknes sand shade of full width of approved quality laid with adhesive bond over 3/4" thick (1:2) cement sand mortor bed, complete in all respect as approved and directed by the Engineer Incharge. (i) 3/4" thick | |||||
| 473 | Ground Floor | P.Sft | 123.75 | 1181.2 | 146173.5 | ||
| 474 | 10/54 | Providing and applying non-oxidizing Metallic Floor Hardener comprising of 50 mm thick base slab of cement concrete 1:2:4, including surface finishing and toping of floor hardener spreading @ 9-12kg / Sqm using mechanical trowels for required finish and texture including leveling, compacting, curing complete in all respect as per approved specifications and as approved by the Engineer incharge. | |||||
| 475 | Ground Floor | P.Sft | 1700 | 201.9 | 343230 | ||
| 476 | **SURFACE RENDERING** | ||||||
| 477 | 11/12-b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3 | |||||
| 478 | Ground Floor | P.Sft | 3366.4375 | 56.24 | 189328.445 | ||
| 479 | Internal Wall plaster | ||||||
| 480 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | |||||
| 481 | Ground Floor | P.Sft | 9227.9375 | 49.23 | 454291.363125 | ||
| 482 | External Wall plaster | ||||||
| 483 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | |||||
| 484 | Ground Floor | P.Sft | 4372.5625 | 65.85 | 287933.240625 | ||
| 485 | Painting on plastered walls | ||||||
| 486 | 11/23+24-a-ii | Priming coat of chalk under distemper. Distempering using Vinyle Emulsion Paint:- a) new surface:- iii) three coats | |||||
| 487 | Ground Floor | P.Sft | 12594.375 | 18.54 | 233499.7125 | ||
| 488 | **WOOD WORK** | ||||||
| 489 | 12/5-b-iii | 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. b) Ash wood Door, (iii) 1-1/2" thick (40 mm) | |||||
| 490 | Ground Floor | P.Sft | 286 | 3287.65 | 940267.9 | ||
| 491 | 12/17ii | 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 holecovered with MSBox,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 | |||||
| 492 | (ii) 10.5 " wide | ||||||
| 493 | Ground Floor | P.Sft | 286 | 731.35 | 209166.1 | ||
| 494 | 12/59 | 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. | |||||
| 495 | Ground Floor | P.Sft | 57.375 | 1646.8 | 94485.15 | ||
| 496 | 12/60-bii | 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. b) Brass, (ii) 12" (300 mm) long | |||||
| 497 | Ground Floor | Each | 11 | 1252.3 | 13775.3 | ||
| 498 | 12/64 | Providing and fixing Imported Mortise Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | |||||
| 499 | Ground Floor | Each | 11 | 4569.55 | 50265.05 | ||
| 500 | **IRON WORK** | ||||||
| 501 | 25/55-b | Providing and fixing 2 mm thick Double glazed aluminium windows of anodize / powder coated partly fixed and party sliding using deluxe section of 100mm x 40mm x2 mm using frame (70501) at bottom, (70502) at Top & Side made of Pakistan Cables/Alcop or approved equivalent manufacturer having Leaf Frame size 31mm x 60mm x2 mm (70506) at Top & Bottom, 35mm x 60mm x2 mm (70505) at center and 35mm x 60mm x2 mm(70503) at sides , fixing one side Tinted and one side clear double glass, and air tight using double tape, chemical strips, Silicon using approved latches, wheels for channel, stopper, brush channel angle joint and hardware etc.( excluding the cost of Fly Proofing). Complete in all respect as approved and directed by the Engineer Incharge. b) 6mm thick Glass | |||||
| 502 | Ground Floor | P.Sft | 502.5 | 2764.35 | 1389085.875 | ||
| 503 | 25/52 | Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect. | |||||
| 504 | Ground Floor | P.Sft | 251.25 | 538.3 | 135247.875 | ||
| 505 | 25/59 | Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars | |||||
| 506 | Ground Floor | P.Sft | 502.5 | 1178.65 | 592271.625 | ||
| 507 | 25/76 | Providing and fixing imported 4mm thick Aluminum Composite Panel (ACP) Cladding with fire retarding core, fire rated, pvdf coating, aluminium profile skin front 0.5mm, rear 0.5mm, of approved colour and shade including aluminium brackets, anchor bolts and nuts, aluminium profile, topping screw rod sponge and silicon filling of joints etc., complete in all respect as per approved specifications and as approved by the Engineer incharge. | |||||
| 508 | Ground Floor | P.Sft | 4372.5625 | 1140.25 | 4985814.390625 | ||
| 509 | 25/10+11 | Fabrication of heavy steel 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, including Erection and fitting in position iron trusses, staging of water tanks, etc. | |||||
| 510 | Ground Floor | P.Kg | 13117.6875 | 373.77 | 4902998.056875 | ||
| 511 | 13/5 d | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. | P.Sft | 8745.125 | 12.74 | 111412.8925 | |
| 512 | ii) each subsequent coat of paint. 3 coat | P.Sft | 8745.125 | 25.5 | 223000.6875 | ||
| 513 | **MISCELLANEOUS** | ||||||
| 514 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | P.Sft | 8802.6875 | 12.7 | 111794.13125 | |
| 515 | 26/49-i | Providing and fixing 38mm (min) factory made Premium WPC Doors (waterproof, Termite-resistant, Fire retardant) of ESTA, Greendoors or approved equivalent with WPC door frame (chowkat) and WPC architrave on both sides, including the cost of polishing, with hinges, T-lock, tower bolt, handle & all hardware's accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. i) WPC Door 5mm wall thickness | P.Sft | 88.03402 | 2764.25 | 243348.039785 | |
| 516 | Internal Building Plumbing | ||||||
| 517 | 19/7-i | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. v) Under Counter Vanity Basin | Each | 3 | 13047.55 | 39142.65 | |
| 518 | 19/8 | Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling. | Each | 1 | 15806.95 | 15806.95 | |
| 519 | 19/30 | Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower. | Each | 4 | 3950 | 15800 | |
| 520 | 19/4-i | Providing and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) white | Each | 2 | 6949.6 | 13899.2 | |
| 521 | 19/11 | Providing and fixing glazed earthen ware flat back urinal. | Each | 1 | 2838 | 2838 | |
| 522 | 19/12-i | Providing and fitting plastic made low down flushing cistern13.63 litre (3 gallons) capacity, including bracket set, copper connection, etc. complete. i) white | Each | 2 | 5803.2 | 11606.4 | |
| 523 | 19/3-a-ii | Providing and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A Two Piece, ii PORTA HD 200N Toilet Cito with Hydraulic Seat Cover | Each | 2 | 61651.1 | 123302.2 | |
| 524 | 19/16 | Providing and fixing, chromium plated soap dish | Each | 3 | 981.6 | 2944.8 | |
| 525 | 19/18 | Providing and fixing, chromium plated toilet paper holder. | Each | 4 | 1271.45 | 5085.8 | |
| 526 | 19/20 | Providing and fixing looking glass 55x40 cm (22"x16") size and 5 mm thick, first quality. | Each | 3 | 1546.2 | 4638.6 | |
| 527 | 19/52-v. | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal 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 v) Muslim shower | Each | 4 | 2387 | 9548 | |
| 528 | 19/28 | Providing and fixing chromium plated tee stop cock 15mm (½") | Each | 13 | 2068 | 26884 | |
| 529 | 19/52-iii | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal 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. (iii) Double Bib Cock | Each | 4 | 1907 | 7628 | |
| 530 | 19/49-a | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (a) P-Trap (i) 4" dia | Each | 2 | 960.2 | 1920.4 | |
| 531 | 19/49-b | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Multi-Trap | |||||
| 532 | (i) 4" dia | Each | 1349.4 | ||||
| 533 | (ii) 3" dia | Each | 6 | 1046.1 | 6276.6 | ||
| 534 | 19/49-d | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (d) Clean Out (i) 4" dia | Each | 706.2 | |||
| 535 | (ii) 3" dia | Each | 2 | 354.3 | 708.6 | ||
| 536 | 19/49-c | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (c) Vent Cowel (i) 4" dia | Each | 390.6 | |||
| 537 | 19/19 | Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia. | Each | 3 | 1337.2 | 4011.6 | |
| 538 | 19/47-iii,iv,v, vi,vii | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 539 | (iii) 50mm | Rft | 12 | 103.95 | 1247.4 | ||
| 540 | (iv) 82mm | Rft | 36 | 160.6 | 5781.6 | ||
| 541 | (v) 110 mm | Rft | 60 | 254.3 | 15258 | ||
| 542 | (vi) 160 mm | Rft | 20 | 493.4 | 9868 | ||
| 543 | (vii) 200 mm | Rft | 554.2 | ||||
| 544 | 23/45 | Providing and fixing CP heavy duty brass Ball valve with CP handle of specified diameter made of Faisal/Sonex / Master best quality or equivalent complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 545 | ii) 3/4" dia | Each | 1448.4 | ||||
| 546 | iii) 1" dia | Each | 1868.4 | ||||
| 547 | iv) 1-1/4" dia | Each | 1988.4 | ||||
| 548 | v) 1-1/2" dia | Each | 2228.4 | ||||
| 549 | vi) 2" dia | Each | 4 | 2508 | 10032 | ||
| 550 | vii) 2-1/2" dia | Each | 2768.4 | ||||
| 551 | 23/54 | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. a) Brass Threaded Valves | |||||
| 552 | (iii) 1" dia | Each | 5696.4 | ||||
| 553 | iv) 1-1/4" dia | Each | 7794.96 | ||||
| 554 | v) 1-1/2" dia | Each | 8917.08 | ||||
| 555 | (vi) 2" dia | Each | 2 | 13420.8 | 26841.6 | ||
| 556 | 23/47-a- ii, iii,iv,v,vi,vii | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex /Popular/ Beta / BBJ) 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.(Internal/External Diameters mentioned). a) PN-16 pipe | |||||
| 557 | (ii)(3/4") 25 mm | Rft | 60 | 83.4 | 5004 | ||
| 558 | (iii)(1") 32 mm | Rft | 20 | 126.1 | 2522 | ||
| 559 | (iv) (1-1/4") 40 mm | Rft | 100 | 186.95 | 18695 | ||
| 560 | (v) (1-1/2") 50 mm | Rft | 40 | 292.3 | 11692 | ||
| 561 | (vi) )2") 63mm | Rft | 52 | 450.9 | 23446.8 | ||
| 562 | (vii) 75 mm | Rft | 759.05 | ||||
| 563 | 19/13 R | Providing and Fixing of SS304 Roof/scupper Drain, complete in all respect as approved and directed by Engineer Incharge. ii) 4" dia | Each | 1429.2 | |||
| 564 | 23/52 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly(UK), Scon(Pakistan)or approved equivalent manufacturer, i/c the cost of all accessories flanges, nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve | |||||
| 565 | (ix) 4" dia | Each | 49192.8 | ||||
| 566 | 19/51 | Providing and hoisting vertical/horizontal type storage tank of required capacity made of rotationally molded from (HDPE), double plypolyethelene of approved manufacturer i/c cost of making connection for inlet/outlet pipe, float valve i/c all cost of specials & labour complete in all respect as approved and directed by the Engineer Incharge. (1unit = 300 Gallons) | Per Gallon | 200 | 123 | 24600 | |
| 567 | 19/56 | Supply & Installation of Duel (Electric and Gas Water Heaters)with factory-installed pressure relief valve, adjustable water temperature control thermostate, Copper connections for specific capacity having leaving waterr temprature 140degF & working pressure 15PSI, Ambasador/ Canon or approved manufacturer i/c cost of all accessories to complete the job as per specifications and standards & making connection, complete in all respect as approved and /or directed by Engineer Incharge. | |||||
| 568 | (i) 35 Gallons | Each | 81723 | ||||
| 569 | (iii) 55 Gallons | Each | 86041.5 | ||||
| 570 | 19/55 | Providing/ fixing Electric water heater (Geyser)comprising of tank of 14SWG, GI sheet and external cover of 22 SWG MS sheet, insulated with 4" thick high density glasswool, imported thermostati/ celectricrod, safety valve (Ambassador/Canon) or approved equivalent manufacturer i/c cost of accessories & making connection complete in all respect as approved and directed by Engineer Incharge. (iii) 15 Gal capacity | Each | 36961.5 | |||
| 571 | (iv) 20 Gal capacity | Each | 1 | 36647.6 | 36647.6 | ||
| 572 | 21/7 | Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects: b) concrete Gully trap. | Each | 7023.45 | |||
| 573 | 19/8 | Providing and fixing brass ball float valve:- vi) 5 cm (2") dia | Each | 1 | 2114 | 2114 | |
| 574 | 23/64 | Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 575 | Dry Chemical Powder capacity 6 Kg. | Each | 13266 | ||||
| 576 | CO2 Capacity 5 kg. | Each | 33003.6 | ||||
| 577 | HFC Type Capacity 6kg | Each | 81122.4 | ||||
| 578 | K-Type wet chemical capacity 6 Litters. | Each | 48169.2 | ||||
| 579 | Fire Blanket, White Color, with Black Strip, Hard Flat PVC Case in Red Color, of 4ft x 6ft size. | Each | 1 | 10609.2 | 10609.2 | ||
| 580 | NS | Providing/ fixing/ SS Floor drain Screen/Jali 6x6 complete in all respect as approved and directed by Engineer Incharge. | Each | 12 | 1500 | 18000 | |
| 581 | **CAR PARKING** | ||||||
| 582 | **EARTHWORKS** | ||||||
| 583 | 3/49-a | Jungle clearance and removing within 100 ft. (30 m). a) Ordinary (for Clearing & Grubbing) | P.Sft | 40172 | 0.406 | 16309.832 | |
| 584 | 3/47. | Cutting and removing trees within a distance of 100 ft. (30 m) | |||||
| 585 | upto 2½ ft. (760 mm) girth. | Each | 20 | 2426.15 | 48523 | ||
| 586 | above 2½ ft. to 6 ft. (760 to 1800 mm) girth. | Each | 10 | 4720.3 | 47203 | ||
| 587 | 3,/ 48 | Uprooting stump and removing within 100 ft. (30 m) from 2 ft. to 6 ft. (600 to 1800 mm) girth. | Each | 30 | 3045.25 | 91357.5 | |
| 588 | 3/25. | Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: (For N.G.C) | |||||
| 589 | i | 95% to 100% maximum modified AASHO dry density. | P.Cft | 983.25 | 1.7 | 1671.525 | |
| 590 | ii | 90% maximum modified AASHO dry density. | P.Cft | 5571.75 | 1.43 | 7967.6025 | |
| 591 | 3/5. | Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m), including ploughing and mixing with blade grade or disc harrow or other suitable equipment, and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:- | |||||
| 592 | i) 95% to 100% maximum modified AASHO dry density. | P.Cft | 348626.535 | 9.73 | 3392136.18555 | ||
| 593 | **SUBBASE AND BASE COURSE** | ||||||
| 594 | 18/03-aii | Providing and laying Sub-base Course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of Sub-base Material to required depth, grade to achieve 100% maximum modified AASHO dry density, icluding carriage of all materials lead 30 km. | P.Cft. | 13256.655 | 138.258 | 1832838.60699 | |
| 595 | **BILL NO. 3 : ANCILLARY WORKS** | ||||||
| 596 | 6/53 b ii | Providing and fixing precast Edge Kerb Stone (4"to 6" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc complete in all respect. B) With Painting (iii) (300x150x450mm high) | P.Rft | 330 | 687.15 | 226759.5 | |
| 597 | 10/43-c | Providing and laying Tuff pavers, having 7000 PSI, crushing strength of approved Manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect.(50% Grey / 50% Coloured) 80-mm thick | Sft | 26513.3 | 248.85 | 6597834.705 | |
| 598 | 23/14-a | Providing, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar | |||||
| 599 | b) 4" i/d (100 mm) | Rft | 400 | 489.5 | 195800 | ||
| 600 | d) 6" i/d (150 mm) | Rft | 520 | 948.25 | 493090 | ||
| 601 | 21/6 | Constructing standard gully grating chamber, 3'x2½' (900x750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects. | Each | 15 | 21200.8 | 318012 | |
| 602 | **BOUNDARY WALL & MAIN GATE** | ||||||
| 603 | **EARTHWORK (EXCAVATION & EMBANKMENT)** | ||||||
| 604 | 3/21 bii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Excavator. ii) in ordinary soil. | |||||
| 605 | Boundary Wall Footing | cft | 24990 | 10.738 | 268342.62 | ||
| 606 | 3/15 i | Filling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc. | cft | 8250 | 8.16 | 67320 | |
| 607 | **CONCRETE** | ||||||
| 608 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | cft | 1785 | 388.22 | 692972.7 | |
| 609 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) :(f) Ratio 1: 2: 4 | %Cft | 51000.424 | |||
| 610 | 6/9 b-v-ii | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) v) 3000 PSI (ii) More Than 9" Thick Lead upto 45 km | Cft | 9450 | 623.53724 | 5892426.918 | |
| 611 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. a) 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:- (v) 3000 PSI Lead upto 45 km | Cft | 1569.4 | 736.06 | 1155172.564 | ||
| 612 | 6/9 c-vi | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (c) Substructure (Foundations, Pile Cap, Raft, Strip and Footing Beams) (vi) 3000 PSI Lead upto 45 km | Cft | 7175.63 | 591.41 | 4243739.3383 | |
| 613 | 6/12c | 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 bar (Grade-60) | Kg | 72780.12 | 284.79 | 20727050.3748 | |
| 614 | 6/36-a | Providing and fixing theremopore (foamed polythene) sheet in horizontal and vertical expansion joints:. a) 1" (25 mm) thick thermopore sheet | Sft | 145.8 | 29.9 | 4359.42 | |
| 615 | **BRICK WORK** | ||||||
| 616 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | cft | 4252.5 | 439.53 | 1869101.325 | |
| 617 | **SURFACE RENDERING** | ||||||
| 618 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | Sft | 123.42 | 65.85 | 8127.207 | |
| 619 | 11/39. | Preparing surface and applying Graffiato Weather Coating ( Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge. | Sft | 12342 | 86.45 | 1066965.9 | |
| 620 | 25/9. | Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | Kg | 576 | 483.66 | 278588.16 | |
| 621 | 25/11. | Erection and fitting in position iron trusses, staging of water tanks, etc. | Kg | 576 | 20.42 | 11761.92 | |
| 622 | 13/5 d | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. | Sft | 960 | 12.74 | 12230.4 | |
| 623 | ii) each subsequent coat of paint. 3 coat | Sft | 961.137 | 25.5 | 24508.9935 | ||
| 624 | **MISCELLANEOUS** | ||||||
| 625 | 26/45 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | Sft | 13020 | 12.7 | 165354 | |
| 626 | 25/71 | Providing and fixing barbed wire fencing on compound wall, consisting of 1½"x1½"x3/16" (40x40x5mm) angle iron post 3' (900 mm) long, 4' (1200 mm) apart embedded in cement concrete 1:4:8 base of size 6"x6"x9" (150x150x225 mm) and 4 rows of barbed wire, including binding wire, painting posts, etc. complete in all respects | Rft | 810 | 376.66 | 305094.6 | |
| 627 | **OVER HEAD WATER TANK 15,000 GALLON** | ||||||
| 628 | **CIVIL WORK** | ||||||
| 629 | Civil Works | ||||||
| 630 | Excavation | ||||||
| 631 | 3/21/b-ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) | |||||
| 632 | By Excavator | ||||||
| 633 | in ordinary soil. | Cft | 5297.25 | 10.73 | 56839.4925 | ||
| 634 | b) Lift from 5ft (1.5m) to 15 ft (4.5 m):- | ||||||
| 635 | ii) Ordinary soil | Cft | 3472.875 | 13.01 | 45182.10375 | ||
| 636 | Anti Termite | ||||||
| 637 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspension concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250) = 540 Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect as approved by the Engineer Incharge. | P.Sft | 1874.25 | 12.7 | 23802.975 | |
| 638 | 3/15 | Filling, watering and ramming earth under floors:- | |||||
| 639 | i) with surplus earth from foundation, etc. | Cft | 5262.08 | 8.15 | 42885.952 | ||
| 640 | Cement Concrete | ||||||
| 641 | 6/5/i+1/1 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): | |||||
| 642 | (i) Ratio 1: 4: 8 | Cft | 137 | 388.22 | 53186.14 | ||
| 643 | Brick work in Foundation | ||||||
| 644 | 7/4/i | Pacca brick work in foundation and plinth in:- | |||||
| 645 | Cement, sand mortar:- Ratio 1:5 | Cft | 766.5 | 398.96 | 305802.84 | ||
| 646 | Brick work in Ground Floor | ||||||
| 647 | 7/5/i | Pacca brick work in ground floor:- | |||||
| 648 | Cement, sand mortar:- Ratio 1:4 | Cft | 661.5 | 421.81 | 279027.315 | ||
| 649 | Plaster Work | ||||||
| 650 | 11/9/b | Cement plaster 1:4 upto 20' (6.00 m) height:- | |||||
| 651 | b) ½" (13 mm) thick | Sft | 630 | 49.23 | 31014.9 | ||
| 652 | 11/9/c | Cement plaster 1:4 upto 20' (6.00 m) height:- | |||||
| 653 | c) ¾" (20 mm) thick | Sft | 14.44 | 65.85 | 950.874 | ||
| 654 | 11/12/b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. | |||||
| 655 | b) 1:3 | Sft | 324 | 56.24 | 18221.76 | ||
| 656 | 13/31 | Preparing surface and painting with emulsion paint:- | |||||
| 657 | a) first coat | Sft | 1836 | 17.6 | 32313.6 | ||
| 658 | b) 2nd and each subsequent coat | Sft | 3672 | 13.61 | 49975.92 | ||
| 659 | Concrete Work | ||||||
| 660 | 6/9+1/1 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge. | |||||
| 661 | ( c) Substructure (Foundations, Raft, Strip and Footing Beams) | ||||||
| 662 | (iv) 4000 PSI | P.Cft | 1568 | 690.06282 | 1082018.50176 | ||
| 663 | (a) 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:- | ||||||
| 664 | (iv) 4000 PSI | P.Cft | 4009.68 | 834.71282 | 3346931.3000976 | ||
| 665 | (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) | ||||||
| 666 | iv) 4000 PSI (ii) More Than 9" Thick | P.Cft | 799.5 | 720.81282 | 576289.84959 | ||
| 667 | 6/16 | Extra labour for laying concrete plain or reinforced: | |||||
| 668 | (a) above 30' (6 m) upto 40'(12 m) height | Cft | 8.3625 | 64.96 | 543.228 | ||
| 669 | b) Above 40' upto 50' height | Cft | 4.7145 | 105.56 | 497.66262 | ||
| 670 | c) Above 50' upto 60' height | Cft | 4.186875 | 146.16 | 611.95365 | ||
| 671 | d) Above 60' upto 70' height | Cft | 10.414875 | 186.76 | 1945.082055 | ||
| 672 | e) Above 70' upto 80' height | Cft | 2.01705 | 227.36 | 458.596488 | ||
| 673 | Crush Stone Carriage | ||||||
| 674 | Admixture | ||||||
| 675 | 6/56 | Providing and mixing super plasticizer (water reducing admixture) as defined in ASTM C-94 in order to achieve the required consistancy / workablility measured by the slump or to acheives pecified strenth in the ratio as proposed by the designer in the concrete mix design etc.complete in all respect as appprved and directed by Engineer incharge. | P.Gln | 624.70016 | 839.5 | 524435.78432 | |
| 676 | Steel Work. | ||||||
| 677 | 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):- | |||||
| 678 | Deformed bars (Grade-60) | Kg | 33477.448587795 | 284.79 | 9534042.5833181 | ||
| 679 | PVC Water Stopper | ||||||
| 680 | 6/32 | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. | |||||
| 681 | i) 10"wide 6 mm thick | Rft | 80 | 426 | 34080 | ||
| 682 | Sand Filling | ||||||
| 683 | 10/3 | Supplying and filling sand under floor; or plugging in wells. | Cft | 327.4425 | 41.56 | 13608.5103 | |
| 684 | Brick ballast | ||||||
| 685 | 6/2 | Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. | Cft | 242.88 | 140.76 | 34187.7888 | |
| 686 | 10/16 | Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels:- | |||||
| 687 | (c) 1½"(40 mm) thick | Sft | 736 | 100.31 | 73828.16 | ||
| 688 | 10/10 | Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6. | %Sft | 560 | 189.73 | 106248.8 | |
| 689 | Khurras | ||||||
| 690 | 9/15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 1 | 1228.55 | 1228.55 | |
| 691 | 9/20-a | Cast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:- | |||||
| 692 | a) 4" dia (100 mm) cast iron down pipe. | P.Rft | 80 | 505.3 | 40424 | ||
| 693 | 9/21 | Rain water down pipe cast iron head fixed in place, including cost of clamp holdfast and painting | Each | 4 | 1451.3 | 5805.2 | |
| 694 | 9/22 | Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting. | Each | 4 | 720.1 | 2880.4 | |
| 695 | Angle Iron Step | ||||||
| 696 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 10 | 661.35 | 6613.5 | |
| 697 | Railing | ||||||
| 698 | 25/36 | Providing and fixing stair railing of 2½" (63 mm) i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm) square M.S. bars 2'-9" (838 mm) high, fixed in each step, complete in all respects, including painting, polishing three coats. | Rft | 225 | 2172.35 | 488778.75 | |
| 699 | 25/35 | Providing and fixing terrace railing of 2" (50 mm) i/d conduit pipe 16 SWG, welded with 5/8"x5/8" (16x16 mm) square bar 2.75 ft. (838 mm) high fixed at 5" (125 mm) centre to centre, in reinforced cement concrete slab with suitable arrangement, complete in all respects, as per design and drawing. | Rft | 220 | 1823.15 | 401093 | |
| 700 | G.I Pipe | ||||||
| 701 | 23/19 | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with flanged joints, using G.I. pipe of B.S.S. 1387-1967 complete in all respects, including specials and valves:- | |||||
| 702 | i) G.I. flanged joints (Heavy Quality) | ||||||
| 703 | f) 6" i/d (150 mm) | Rft | 300 | 3046.45 | 913935 | ||
| 704 | Gate Valves | ||||||
| 705 | 23/42 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges, nut/ bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 706 | (b) Flange Ended Ductile Iron Valve | ||||||
| 707 | (ix) 6" dia | Each | 3 | 49893.6 | 149680.8 | ||
| 708 | Cover | ||||||
| 709 | 19/40 | Supply and fitting of cast iron manhole cover square / circular with frame, etc. complete. iii) 60 cm (24") | Each | 2 | 6089.85 | 12179.7 | |
| 710 | 10/4 | Providing, laying, watering and ramming stone ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 30% sand, for floor foundation, including compaction complete in all respects. | Cft | 5953.5 | 146.29 | 870937.515 | |
| 711 | Terrazzo /Mosaic water Proofing | ||||||
| 712 | 11/42 | Providing and laying ½" thick washed Terrazzo on walls in required colour & shade with one part of cement and marble powder 3:1 and two parts of marble chips, using white cement with additives laid over preplastered surface i/c cost of all types of labour, scaffolding, applying at any height in any floor over well cleaned plastered surface i/c preparation and cleaning the surface, complete in all respect, as per specifications, as approved and directed by the Engineer Incharge. | Sft | 1040 | 143.2 | 148928 | |
| 713 | Level Indicator | ||||||
| 714 | N.S | Providing and installing of Level Indicator complete with Steel pully, Steel Wire, Gauge Unit including all accessories such as G.I. Pipe, level indicator needle & anchoring arrangement with Float, jointing material as per drawing and/or directed by the Engineer complete in all respect | Each | 1 | 25000 | 25000 | |
| 715 | Air Vent | ||||||
| 716 | N-S | Providing and fixing 4 " dia air vent on roof of over head tank. | Each | 1 | 10000 | 10000 | |
| 717 | N.S | Level indicator Transmitter (Ultrasonic) - Origin: Europe / USA / German or Equivalent - Ultrasonic working principle - Display of measured value in level, distance (cm, m, inch or feet) or volume (liters, m3 , imp, gallons) - 4-20 mA, 0-20 mA or 0-10V analog output options - Single line 5 digit LCD display and 4 sealed keypads for configuration - 100 mA max. @24 VDC / 150 mA max. @16 VDC - 500 Ω | Each | 1 | 145000 | 145000 | |
| 718 | Drilling, Boring & Installation of 0.5 cusec Capacity Pump | ||||||
| 719 | 23-2-a i | Direct Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- a) from ground level to 250 ft. (75 m) below ground level:- i) 15" to 18" (375 to 450 mm) i/d | |||||
| 720 | Rft of bore | 250 | 883.05 | 220762.5 | |||
| 721 | 23-2-b i | Direct Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- b) exceeding 250 ft. (75 m) depth below ground level:- i) 15" to 18" (375 to 450 mm) i/d | |||||
| 722 | Rft of bore | 350 | 970.05 | 339517.5 | |||
| 723 | 6-5-f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 , i/c Lead upto 45 km | |||||
| 724 | P.Cft | 16 | 510.00724 | 8160.11584 | |||
| 725 | 23-11-vi a | Providing and installing P.V.C. Bail/End plug, in tubewell bore hole:-10" i/d (300 mm)B.S.S. Class `B' | |||||
| 726 | Each | 1 | 782.35 | 782.35 | |||
| 727 | 23-10-vi | Providing and installing Fiberglass reinforced polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.00 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness) | |||||
| 728 | Per Rft | 70 | 3916.8 | 274176 | |||
| 729 | 23-12-j | Providing and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- j) 12" i/d, ¼" (300 mm i/d 6 mm) thick | |||||
| 730 | Per Rft | 530 | 6145.05 | 3256876.5 | |||
| 731 | 23/33-a 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. (Internal/External Diameters mentioned). PN-16 pipe (For Tap) 1") 32 mm | |||||
| 732 | Per Rft | 35 | 126.1 | 4413.5 | |||
| 733 | 23/16 i | Testing and developing of tubewell of size 6" (150 mm) i/d and above continuously upto 1.5 cs. Discharge | |||||
| 734 | Per Hour | 72 | 2681.3 | 193053.6 | |||
| 735 | 23/17. | Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole. | P.Cft | 519.4 | 189.3 | 98322.42 | |
| 736 | 25/10. | Fabrication of heavy steel 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 excluding erection in position. (For Supply & installation of 1/2" i/d thick M.S Cap for 12" housing pipe) | |||||
| 737 | P.Kg | 45 | 353.34 | 15900.3 | |||
| 738 | 25/11. | Erection and fitting in position iron trusses, staging of water tanks, etc. | |||||
| 739 | P.Kg | 45 | 20.42 | 918.9 | |||
| 740 | 23/4. | Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement, for preserving samples of strata from bore hole. | Job for complete bore | 1 | 43572.85 | 43572.85 | |
| 741 | 23/37-ii. | Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). Double | |||||
| 742 | Each | 1 | 14405.2 | 14405.2 | |||
| 743 | 23/42-b. | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia | |||||
| 744 | Each | 1 | 140805 | 140805 | |||
| 745 | 23/44-b | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia | |||||
| 746 | Each | 1 | 69711.6 | 69711.6 | |||
| 747 | N.S | Taking of water samples (2 bottles each) at the end of the pumping test. Full chemical and bacteriological analysis, of water samples according to Pakistani standard. | |||||
| 748 | Each | 3 | 8000 | 24000 | |||
| 749 | RA-06 | For Water Supply Bore Pump: Providing, fixing,, testing and Commissioning of 0.5 cusec and 950ft head, Submersible bore hole pump with 30 HP, pump motor set, setting 470 ft (4” Column Pipe), SD Cable, 4” top set, Erection Clamps, Reducer, NRV & Sluice Valves, pressure gauge with siphon, Joints along with Motor Control Unit (MCU), complete in all respects at site. (including all applicable taxes). | |||||
| 750 | Each | 1 | 5239200 | 5239200 | |||
| 751 | N.S | Carrying out Electrical Resistivity Survey from firms / agencies (approved by the Engineer), including, providing all required materials, tools, instruments and equipments complete with accessories to carry out the tests, with all necessary staff, labour, transport including report of ERS indicating the detail of strata's and assessment of water quality and quantity complete as per specifications, condition of contract and approval of the Engineer. | |||||
| 752 | Job | 1 | 125000 | 125000 | |||
| 753 | N.S | Providing sanitary seal in annular space between borehole and casing for reverse rotary tube well by pressure grouting / tremie pipe using neat cement slurry or cement–bentonite slurry for a minimum depth of 15 feet below ground level, to prevent ingress of surface contaminated water, complete as per specifications and directions of the Engineer-in-Charge. (Analysis Attached) | |||||
| 754 | Rft | 15 | 1511.0065643544 | 22665.098465315 | |||
| 755 | **TUBEWELL ROOM** | ||||||
| 756 | **CONSTRUCTION OF TUBEWELL ROOM** | ||||||
| 757 | **CIVIL WORKS** | ||||||
| 758 | 3/21 1ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil. | P.Cft | 255 | 17.08 | 4355.4 | |
| 759 | 3/15 ii | Filling, watering and ramming earth under floors: ii) with new earth excavated from outside, lead upto (30m). | P.Cft | 127.5 | 32.0498 | 4086.3495 | |
| 760 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c Lead upto 45 km | P.Cft | 138.8325 | 388.24318153846 | 53900.771500939 | |
| 761 | 6/5 h | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (h) Ratio 1: 3: 6, i/c Lead upto 390 km | P.Cft | 82.98 | 439.789102 | 36493.69968396 | |
| 762 | 6/6 ai2 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) 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:- (2) Type B (nominal mix 1: 1½: 3). i/c Lead upto 30 km | P.Cft | 137.1706 | 861.31282 | 118146.79630709 | |
| 763 | 7/4 i | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5 | cft | 546.41 | 398.96 | 217995.7336 | |
| 764 | 7/5 i | Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4 | cft | 421.875 | 421.81 | 177951.09375 | |
| 765 | 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):- | P.Kg | 411.5118 | 284.79 | 117194.445522 | |
| 766 | 6/37a(ii) | Providing and laying damp proof course of 1: 2: 4 (using cement, sand and shingle), including bitumen coating :- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge :- ii) 2" thick (50 mm) | sft | 76.5 | 138.52 | 10596.78 | |
| 767 | 6/39 a(i)b | Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet. 500 gauge: 3/4" Thick i) Ratio 1: 4 b) ¾" thick (20 mm) | sft | 102 | 85.99 | 8770.98 | |
| 768 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | sft | 51.231412639405 | 49.23 | 2522.1224442379 | |
| 769 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | sft | 75.487918215613 | 65.85 | 4970.8794144981 | |
| 770 | 11/12 b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3 | sft | 18.726765799257 | 56.24 | 1053.1933085502 | |
| 771 | 9/35 ii | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- ii) Thermopore sheet ¾ " (20 mm) thick | sft | 14.521375464684 | 191.08 | 2774.7444237918 | |
| 772 | 9/15. | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 1 | 1228.55 | 1228.55 | |
| 773 | 19/47 v | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Type (SDR 32.5/SN-8) (v)4"(110 mm) | rft | 14 | 254.3 | 3560.2 | |
| 774 | 10/22 a | 1½"(40 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1"(25 mm) thick floor of 1:2:4 cement concrete, including rubbing and polishing complete with finishing :- (a) using grey cement | sft | 13.382899628253 | 312.42 | 4181.0855018587 | |
| 775 | 10/35 bii | Mosaic dado or skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over ½"(13 mm) thick cement plaster 1:3, including rubbing and polishing, complete with finishing. (a) using grey cement: ii) ½"(13 mm) thick | sft | 2.2304832713755 | 210.12 | 468.66914498141 | |
| 776 | 12/5 biii | 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. (iii) 1-1/2" thick (40 mm) | sft | 2.2769516728625 | 3287.65 | 7485.8201672862 | |
| 777 | 12/16. | Providing and fixing M.S. sheet hollow pressed frame of doors, windows, C. windows, etc. (chowkat only) of 20 SWG welded with M.S. flat 6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4" (100 mm) long iron hinges, including filling chowkat with cement sand mortar 1:8 and embedding holdfast in cement concrete 1:2:4, complete in all respects | rft | 7.4695121951219 | 527.55 | 3940.5411585366 | |
| 778 | 25/51. | 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 1.6mm thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge. | sft | 2.3234200743494 | 1322.5 | 3072.7230483271 | |
| 779 | 25/52. | Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect. | sft | 1.1617100371747 | 538.3 | 625.34851301115 | |
| 780 | 25/58. | Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars | sft | 2.3234200743494 | 1178.65 | 2738.499070632 | |
| 781 | 12/64. | Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | Each | 1 | 4569.55 | 4569.55 | |
| 782 | 12/35 c | Providing and fixing door stops of 1½" (40 mm) dia rubber block. | Each | 1 | 180.5 | 180.5 | |
| 783 | 11/23+24 i+ii | Priming coat of chalk under distemper… | sft | 69.958178438662 | 23.37 | 1634.9226301115 | |
| 784 | 11/18 b | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- b) ratio 1:3 | sft | 75.487918215613 | 50.89 | 3841.5801579926 | |
| 785 | 26/43. | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | sft | 34.711895910781 | 12.7 | 440.84107806691 | |
| 786 | 23/52. | Providing and fixing Chain Pulley Block of 5 ton capacity with 5 meter length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge. | Each | 1 | 53030 | 53030 | |
| 787 | 25/10+11 | Fabrication of heavy steel 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 excluding erection in position. Erection and fitting in position iron trusses, staging of water tanks, etc. | Kg | 99.99 | 373.76 | 37372.2624 | |
| 788 | **WATER DISTRIBUTION NETWORK** | ||||||
| 789 | **CIVIL WORKS** | ||||||
| 790 | 3/46. | Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines/electric cables upto 5 ft. (1.5 m) depth from ground level, including backfilling, trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects | |||||
| 791 | CFt | 3416.886825 | 12.19 | 41651.85039675 | |||
| 792 | 3/24-b ii | Compaction of earthwork (soft, ordinary or hard soil) :- b) Compaction by rolling with animal driven roller/hand rammed: ii) ordinary soi | |||||
| 793 | CFt | 3383.949495 | 2.84 | 9610.4165658 | |||
| 794 | 3/13 a | Rehandling of earthwork (Lead upto a single throw of Kassi, phaorah or shovel) | |||||
| 795 | CFt | 3416.886825 | 4.06 | 13872.5605095 | |||
| 796 | 6/ 5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 (cylindrical strength of concrete 2500 Psi). | |||||
| 797 | CFt | 40.09335 | 509.99724 | 20447.497842354 | |||
| 798 | 6/ 5 c | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (c) Ratio 1: 1½: 3 | |||||
| 799 | CFt | 5.125 | 585.19282 | 2999.1132025 | |||
| 800 | 6/6 (a i 2b) | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) (i) 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:- (2) Type B (nominal mix 1: 1½: 3). | |||||
| 801 | CFt | 21.380705977536 | 861.31282 | 18415.476159102 | |||
| 802 | 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 bar (b) Deformed bars (ii) (Grade-60) | |||||
| 803 | P.Kg | 42.761411955072 | 284.79 | 12178.022510685 | |||
| 804 | 23/30b | Providing, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100) working presure pipe, Beta/ Dadex/ Popular/ IIL or approved equivalent manufacturer, including the cost of specials, in trenches, as approved & directed by the engineer incharge, complete in all respects. b) PN-8 (SDR-21) | |||||
| 805 | 50 mm | RFt | 200 | 93.5 | 18700 | ||
| 806 | 75 mm | RFt | 200 | 199.95 | 39990 | ||
| 807 | 23/37 ii | Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). (Double acting) | |||||
| 808 | No | 1 | 14405.2 | 14405.2 | |||
| 809 | 23/44 b | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. b) Flange Ended Ductile Iron Valve | |||||
| 810 | 4" dia | Each | 1 | 13346.4 | 13346.4 | ||
| 811 | 23/42 b | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. Flange Ended Ductile Iron Valve | |||||
| 812 | 4" dia | Each | 1 | 30780 | 30780 | ||
| 813 | 6/5 a | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (a) Ratio 1: 1:2 i/c | |||||
| 814 | CFt | 40 | 697.81 | 27912.4 | |||
| 815 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | |||||
| 816 | CFt | 223.171875 | 439.53 | 98090.73421875 | |||
| 817 | 11/08/ b | Cement plaster 1:3 upto 20' (6.00 m) height:-½" (13 mm) thick | |||||
| 818 | SFt | 203.76 | 51.58 | 10509.9408 | |||
| 819 | 21/13. | Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects. | |||||
| 820 | Each | 3 | 20715.65 | 62146.95 | |||
| 821 | 23/61 | Supply, installation, testing, and commissioning of Garden / fire Hydrants made by Haseen Habib / Teepu Engineering or approved equvilent manufacturer, according to B.S.S. 750 standard double delivery type having 4" dia barrel with 2 Nos. 2-1/2" valve including the cost of jointing material with all fittings and accessories complete in all respect as approved by the Engineer Incharge | |||||
| 822 | Each | 4 | 59750.15 | 239000.6 | |||
| 823 | **SEWERAGE SYSTEM** | ||||||
| 824 | **SEPTIC TANK** | ||||||
| 825 | **CIVIL WORKS** | ||||||
| 826 | 3/43 2aii | Earth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means a) 0 ft. to 7.0 ft. (0 to 2.10 m) depth ii) Ordinary soil | |||||
| 827 | Cft | 315.6945 | 9.75 | 3078.021375 | |||
| 828 | 3/43 2bii | Earth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means b) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth ii) Ordinary soil | |||||
| 829 | Cft | 299.909775 | 12.59 | 3775.86406725 | |||
| 830 | 6/ 3 -b | Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1: 4: 8 | |||||
| 831 | Cft | 15.784725 | 359.74 | 5678.3969715 | |||
| 832 | 6/6 (a-3) | Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):- | |||||
| 833 | (a) 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:- (3) Type C (nominal mix 1: 2: 4) | Cft | 47.557025064 | 786.93724 | 37424.394046475 | ||
| 834 | 6/6 (b-3i) | (3) Type C (nominal mix 1: 2: 4)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects: | Cft | 136.63555 | 758.93724 | 103697.80720288 | |
| 835 | 6/6 (c-3) | (c) Reinforced cement concrete in Pile cap, slab of rafts / stripfoundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- | Cft | 23.73945 | 634.18724 | 15055.256274618 | |
| 836 | 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 deformed bar (b) Deformed bars ii-(Grade-60) | Kgs | 831.728100256 | 284.79 | 236867.84567191 | |
| 837 | 6/32 (ii) | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. ii) 10 mm thick | P Rft | 30 | 816 | 24480 | |
| 838 | 21/14 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | P Nos | 2 | 24427.75 | 48855.5 | |
| 839 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | P Nos | 12 | 661.35 | 7936.2 | |
| 840 | 19/47 (vii) | Providing, fixing, testing and commissioning of µ-PVC(Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular/ Beta or approved equivalent manufacturer, plain / Bell Ended /Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the costof specials and Solvents complete in all respects, as per drawings &specifications and / or as approved and directed by the EngineerIncharge. (vii) 200 mm | P Rft | 19.996195186911 | 525.65 | 10511 | |
| 841 | **SEWERAGE SYSTEM** | ||||||
| 842 | **SOAKAGE PIT** | ||||||
| 843 | 22/1 (a) | Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :- | |||||
| 844 | i) from 0' to 5' (o to 1.5 m) depth | Cft | 565.2 | 12.06 | 6816.312 | ||
| 845 | ii) from 5.1' to 10' (1.5 to 3.0 metre) depth | Cft | 565.2 | 12.603 | 7123.2156 | ||
| 846 | 22/2 (a) | Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :- | |||||
| 847 | i) from 10' to 15'(3.0 to 4.5 m) depth | Cft | 565.2 | 64.96 | 36715.392 | ||
| 848 | ii) from 15.1' to 20'(4.5 to 6.0 m) depth | Cft | 565.2 | 81.2 | 45894.24 | ||
| 849 | iii) from 20.1' to 25'(6.0 to 7.5 m) depth | Cft | 565.2 | 97.44 | 55073.088 | ||
| 850 | iv) from 25.1' to 30'(7.5 to 9.0 m) depth | Cft | 565.2 | 113.68 | 64251.936 | ||
| 851 | v) from 30.1' to 35'(9.0 to 10.5 m) depth | Cft | 565.2 | 129.93 | 73436.436 | ||
| 852 | vi) from 35.1' to 40'(10.5 to 12.0 m) depth | Cft | 565.2 | 146.171 | 82615.8492 | ||
| 853 | vii) from 40.1'to 45'(12.0 to 13.5 m) depth | Cft | 565.2 | 162.412 | 91795.2624 | ||
| 854 | viii) from 45'(13.5 Sm) to any depth | Cft | 565.2 | 178.654 | 100975.2408 | ||
| 855 | 6/6 | Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):- | |||||
| 856 | b-2(ii) | (b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects: (2) Type B (nominal mix 1:1-1/2:3) (ii) More Than 9" thick (Avg) | Cft | 78.5 | 760.81282 | 59723.80637 | |
| 857 | 6/6a-ii | (a) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members castin situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3) | Cft | 25.12 | 861.31282 | 21636.1780384 | |
| 858 | 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):- | Kg | 570.549 | 284.79 | 162486.64971 | |
| 859 | 7/7-i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | Cft | 1645.189 | 439.53 | 723109.92117 | |
| 860 | 21/14 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | Each | 1 | 24427.75 | 24427.75 | |
| 861 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 10 | 661.35 | 6613.5 | |
| 862 | 19/47-iv | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge. | |||||
| 863 | (iv) 82mm | P Rft | 50 | 160.6 | 8030 | ||
| 864 | **ENGINEER'S COST ESTIMATE** | ||||||
| 865 | **CIVIL WORK** | ||||||
| 866 | **EARTHWORK (EXCAVATION & EMBANKMENT)** | ||||||
| 867 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m), 2) a) By Excavator. ii) in ordinary soil. | P.Cft | 11967.9 | 10.73 | 128415.567 | |
| 868 | 3/11-b | Excavation in rock dressed to designed section, grades and profiles, excavated material disposed off within 100 ft. (30 m) and lift upto 5'-0" (1.5 m). b) Medium hard rock, requiring occasional blasting. | P.Cft | 5129.1 | 51.113 | 262163.6883 | |
| 869 | 3/15 i | Filling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc. | P.Cft | 8548.5 | 8.15 | 69670.275 | |
| 870 | 3/15 ii | Filling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c all leads and carrage of all material | P.Cft | 4917.25 | 32.0495 | 157595.403875 | |
| 871 | **CONCRETE** | ||||||
| 872 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all leads and carrage of all material | |||||
| 873 | Foundation | P.Cft | 1068.5625 | 388.24318153846 | 414862.10467269 | ||
| 874 | 6/2 | Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. | |||||
| 875 | Ground Floor | P.Cft | 1110.924375 | 140.76 | 156373.715025 | ||
| 876 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c all leads and carrage of all material | |||||
| 877 | Ground Floor | P.Cft | 283.294375 | 509.99724 | 144479.34935753 | ||
| 878 | 6/9 c-vi | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c all leads and carrage of all material | P.Cft | 8846 | 591.41282 | 5231637.80572 | |
| 879 | 6/9-a-v | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) 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:-. (v) 3000 PSI i/c all leads and carrage of all material | |||||
| 880 | Ground Floor | P.Cft | 4779.953125 | 736.06 | 3518332.2971875 | ||
| 881 | 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):- (b) Deformed bars, (ii) (Grade-60) | P.Kg | 61673.7421875 | 284.79 | 17564065.037578 | |
| 882 | **BRICK WORK** | ||||||
| 883 | 7/4 i | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5 | P.Cft | 2815.0078125 | 398.96 | 1123075.516875 | |
| 884 | 7/5 i | Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4 | |||||
| 885 | i | Ground Floor | P.Cft | 3462.046875 | 421.81 | 1460325.9923438 | |
| 886 | **ROOFING** | ||||||
| 887 | 9/35 iii | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- iii) Thermopore sheet 1" (25 mm) thic( | |||||
| 888 | Roof Area | P.Sft | 3585.5 | 197.51 | 708172.105 | ||
| 889 | 9/15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | |||||
| 890 | Roof Area | Each | 7 | 1228.55 | 8599.85 | ||
| 891 | 23/14 a-b | Providing, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar) | |||||
| 892 | b) 4" i/d (100 mm) | ||||||
| 893 | Roof Area | Rft | 108 | 489.5 | 52866 | ||
| 894 | 23/26-a-ii | Providing and installing P.V.C. tees, of B.S.S i) Class `B' working pressure:-ii) 4" i/d (100 mm | |||||
| 895 | Roof Area | Each | 7 | 2398.35 | 16788.45 | ||
| 896 | 23/25-a-ii | Providing and installing P.V.C. bends, of B.S.S.i) Class `B' working pressure:-ii) 4" i/d (100 mm) | |||||
| 897 | Roof Area | Each | 7 | 865.75 | 6060.25 | ||
| 898 | 9/48-iv | Providing and fixing false ceiling comprises of Gypsum board laminated sheet of size 2'x2'/2'x3'/ 3'x3'of specified design and thickness i/c cost of fixtures i.e galvanized angle 1" x 1" at wall sides, galvanized tee 1¼" x 1"and 1 ½” x 1” both at 4’ c/c ( made of Taiwan CKM or equivalent), hanging with G.I/Copper wire 16 SWG, G.I hook, Rawal Plug etc: complete in all respects as approved and directed by the Engineer Incharge. iv) 12 mm thick | |||||
| 899 | Ground Floor | P.Sft | 1795.3125 | 182.25 | 327195.703125 | ||
| 900 | 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). | |||||
| 901 | Ground Floor | P.Sft | 1571.125 | 130.9 | 205660.2625 | ||
| 902 | **FLOORING** | ||||||
| 903 | 10/3 | Supplying and filling sand under floor; or plugging in wells. | P.Cft | 1110.924375 | 41.56 | 46170.017025 | |
| 904 | 10/46-a-iv | Providing and laying superb quality Porcelain glazed tiles flooring of MASTER brand of specified size in approved design, Color and Shade with adhesive/bond over 3/4" thick (1:3) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed tiles (iv) 600mmx 1200 mm (24"x48") | |||||
| 905 | Ground Floor | P.Sft | 1530.4375 | 501.05 | 766825.709375 | ||
| 906 | 10/36-a-iv | Providing and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed Tile (iv) 600mmx 1200 mm (24"x48") | |||||
| 907 | Ground Floor | P.Sft | 1062.8875 | 501.2 | 532719.215 | ||
| 908 | 10/51-i | Providing and laying Prepolished Granite of specified thicknes sand shade of full width of approved quality laid with adhesive bond over 3/4" thick (1:2) cement sand mortor bed, complete in all respect as approved and directed by the Engineer Incharge. (i) 3/4" thick | |||||
| 909 | Ground Floor | P.Sft | 123.75 | 1181.2 | 146173.5 | ||
| 910 | 10/54 | Providing and applying non-oxidizing Metallic Floor Hardener comprising of 50 mm thick base slab of cement concrete 1:2:4, including surface finishing and toping of floor hardener spreading @ 9-12kg / Sqm using mechanical trowels for required finish and texture including leveling, compacting, curing complete in all respect as per approved specifications and as approved by the Engineer incharge. | |||||
| 911 | Ground Floor | P.Sft | 1700 | 201.9 | 343230 | ||
| 912 | **SURFACE RENDERING** | ||||||
| 913 | 11/12-b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3 | |||||
| 914 | Ground Floor | P.Sft | 3366.4375 | 56.24 | 189328.445 | ||
| 915 | Internal Wall plaster | ||||||
| 916 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | |||||
| 917 | Ground Floor | P.Sft | 9227.9375 | 49.23 | 454291.363125 | ||
| 918 | External Wall plaster | ||||||
| 919 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | |||||
| 920 | Ground Floor | P.Sft | 4372.5625 | 65.85 | 287933.240625 | ||
| 921 | Painting on plastered walls | ||||||
| 922 | 11/23+24-a-ii | Priming coat of chalk under distemper. Distempering using Vinyle Emulsion Paint:- a) new surface:- iii) three coats | |||||
| 923 | Ground Floor | P.Sft | 12594.375 | 18.54 | 233499.7125 | ||
| 924 | **WOOD WORK** | ||||||
| 925 | 12/5-b-iii | 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. b) Ash wood Door, (iii) 1-1/2" thick (40 mm) | |||||
| 926 | Ground Floor | P.Sft | 286 | 3287.65 | 940267.9 | ||
| 927 | 12/17ii | 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 holecovered with MSBox,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 | |||||
| 928 | a) | (ii) 10.5 " wide | |||||
| 929 | Ground Floor | P.Sft | 286 | 731.35 | 209166.1 | ||
| 930 | 12/59 | 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. | |||||
| 931 | Ground Floor | P.Sft | 57.375 | 1646.8 | 94485.15 | ||
| 932 | 12/60-bii | 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. b) Brass, (ii) 12" (300 mm) long | |||||
| 933 | Ground Floor | Each | 11 | 1252.3 | 13775.3 | ||
| 934 | 12/64 | Providing and fixing Imported Mortise Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | |||||
| 935 | Ground Floor | Each | 11 | 4569.55 | 50265.05 | ||
| 936 | **IRON WORK** | ||||||
| 937 | 25/55-b | Providing and fixing 2 mm thick Double glazed aluminium windows of anodize / powder coated partly fixed and party sliding using deluxe section of 100mm x 40mm x2 mm using frame (70501) at bottom, (70502) at Top & Side made of Pakistan Cables/Alcop or approved equivalent manufacturer having Leaf Frame size 31mm x 60mm x2 mm (70506) at Top & Bottom, 35mm x 60mm x2 mm (70505) at center and 35mm x 60mm x2 mm(70503) at sides , fixing one side Tinted and one side clear double glass, and air tight using double tape, chemical strips, Silicon using approved latches, wheels for channel, stopper, brush channel angle joint and hardware etc.( excluding the cost of Fly Proofing). Complete in all respect as approved and directed by the Engineer Incharge. b) 6mm thick Glass | |||||
| 938 | Ground Floor | P.Sft | 502.5 | 2764.35 | 1389085.875 | ||
| 939 | 25/52 | Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect. | |||||
| 940 | Ground Floor | P.Sft | 251.25 | 538.3 | 135247.875 | ||
| 941 | 25/59 | Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars | |||||
| 942 | Ground Floor | P.Sft | 502.5 | 1178.65 | 592271.625 | ||
| 943 | 25/76 | Providing and fixing imported 4mm thick Aluminum Composite Panel (ACP) Cladding with fire retarding core, fire rated, pvdf coating, aluminium profile skin front 0.5mm, rear 0.5mm, of approved colour and shade including aluminium brackets, anchor bolts and nuts, aluminium profile, topping screw rod sponge and silicon filling of joints etc., complete in all respect as per approved specifications and as approved by the Engineer incharge. | |||||
| 944 | Ground Floor | P.Sft | 4372.5625 | 1140.25 | 4985814.390625 | ||
| 945 | 25/10+11 | Fabrication of heavy steel 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, including Erection and fitting in position iron trusses, staging of water tanks, etc. | |||||
| 946 | Ground Floor | P.Kg | 13117.6875 | 373.77 | 4902998.056875 | ||
| 947 | 13/5 d | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. | P.Sft | 8745.125 | 12.74 | 111412.8925 | |
| 948 | ii) each subsequent coat of paint. 3 coat | P.Sft | 8745.125 | 25.5 | 223000.6875 | ||
| 949 | **MISCELLANEOUS** | ||||||
| 950 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | P.Sft | 8802.6875 | 12.7 | 111794.13125 | |
| 951 | 26/49-i | Providing and fixing 38mm (min) factory made Premium WPC Doors (waterproof, Termite-resistant, Fire retardant) of ESTA, Greendoors or approved equivalent with WPC door frame (chowkat) and WPC architrave on both sides, including the cost of polishing, with hinges, T-lock, tower bolt, handle & all hardware's accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. i) WPC Door 5mm wall thickness | P.Sft | 88 | 2764.25 | 243254 | |
| 952 | Internal Building Plumbing | ||||||
| 953 | 19/7-i | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. v) Under Counter Vanity Basin | Each | 3 | 13047.55 | 39142.65 | |
| 954 | 19/8 | Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling. | Each | 1 | 15806.95 | 15806.95 | |
| 955 | 19/30 | Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower. | Each | 4 | 3950 | 15800 | |
| 956 | 19/4-i | Providing and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) white | Each | 2 | 6949.6 | 13899.2 | |
| 957 | 19/11 | Providing and fixing glazed earthen ware flat back urinal. | Each | 1 | 2838 | 2838 | |
| 958 | 19/12-i | Filling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c all leads and carrage of all material | Each | 2 | 5803.2 | 11606.4 | |
| 959 | 19/3-a-ii | Providing and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A Two Piece, ii PORTA HD 200N Toilet Cito with Hydraulic Seat Cover | Each | 2 | 61651.1 | 123302.2 | |
| 960 | 19/16 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all leads and carrage of all material | Each | 3 | 981.6 | 2944.8 | |
| 961 | 19/18 | Providing and fixing, chromium plated toilet paper holder. | Each | 4 | 1271.45 | 5085.8 | |
| 962 | 19/20 | Providing and fixing looking glass 55x40 cm (22"x16") size and 5 mm thick, first quality. | Each | 3 | 1546.2 | 4638.6 | |
| 963 | 19/52-v. | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal 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 v) Muslim shower | Each | 4 | 2387 | 9548 | |
| 964 | 19/28 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c all leads and carrage of all material | Each | 13 | 2068 | 26884 | |
| 965 | 19/52-iii | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal 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. (iii) Double Bib Cock | Each | 4 | 1907 | 7628 | |
| 966 | 19/49-a | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c all leads and carrage of all material | Each | 2 | 960.2 | 1920.4 | |
| 967 | 19/49-b | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) 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:-. (v) 3000 PSI i/c all leads and carrage of all material | |||||
| 968 | (i) 4" dia | Each | |||||
| 969 | (ii) 3" dia | Each | 6 | 1046.1 | 6276.6 | ||
| 970 | 19/49-d | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (d) Clean Out (i) 4" dia | Each | ||||
| 971 | (ii) 3" dia | Each | 2 | 354.3 | 708.6 | ||
| 972 | 19/49-c | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (c) Vent Cowel (i) 4" dia | Each | ||||
| 973 | 19/19 | Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia. | Each | 3 | 1337.2 | 4011.6 | |
| 974 | 19/47-iii,iv,v, vi,vii | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 975 | (iii) 50mm | Rft | 12 | 103.95 | 1247.4 | ||
| 976 | (iv) 82mm | Rft | 36 | 160.6 | 5781.6 | ||
| 977 | (v) 110 mm | Rft | 60 | 254.3 | 15258 | ||
| 978 | (vi) 160 mm | Rft | 20 | 493.4 | 9868 | ||
| 979 | (vii) 200 mm | Rft | |||||
| 980 | 23/45 | Providing and fixing CP heavy duty brass Ball valve with CP handle of specified diameter made of Faisal/Sonex / Master best quality or equivalent complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 981 | ii) 3/4" dia | Each | |||||
| 982 | iii) 1" dia | Each | |||||
| 983 | iv) 1-1/4" dia | Each | |||||
| 984 | v) 1-1/2" dia | Each | |||||
| 985 | vi) 2" dia | Each | 4 | 2508 | 10032 | ||
| 986 | vii) 2-1/2" dia | Each | |||||
| 987 | 23/54 | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. a) Brass Threaded Valves | |||||
| 988 | (iii) 1" dia | Each | |||||
| 989 | iv) 1-1/4" dia | Each | |||||
| 990 | v) 1-1/2" dia | Each | |||||
| 991 | (vi) 2" dia | Each | 2 | 13420.8 | 26841.6 | ||
| 992 | 23/47-a- ii, iii,iv,v,vi,vii | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex /Popular/ Beta / BBJ) 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.(Internal/External Diameters mentioned). a) PN-16 pipe | |||||
| 993 | (ii)(3/4") 25 mm | Rft | 60 | 83.4 | 5004 | ||
| 994 | (iii)(1") 32 mm | Rft | 20 | 126.1 | 2522 | ||
| 995 | (iv) (1-1/4") 40 mm | Rft | 100 | 186.95 | 18695 | ||
| 996 | (v) (1-1/2") 50 mm | Rft | 40 | 292.3 | 11692 | ||
| 997 | (vi) )2") 63mm | Rft | 52 | 450.9 | 23446.8 | ||
| 998 | (vii) 75 mm | Rft | |||||
| 999 | 19/13 R | Providing and Fixing of SS304 Roof/scupper Drain, complete in all respect as approved and directed by Engineer Incharge. ii) 4" dia | Each | ||||
| 1000 | 23/52 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly(UK), Scon(Pakistan)or approved equivalent manufacturer, i/c the cost of all accessories flanges, nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve | |||||
| 1001 | (ix) 4" dia | Each | |||||
| 1002 | 19/51 | Providing and hoisting vertical/horizontal type storage tank of required capacity made of rotationally molded from (HDPE), double plypolyethelene of approved manufacturer i/c cost of making connection for inlet/outlet pipe, float valve i/c all cost of specials & labour complete in all respect as approved and directed by the Engineer Incharge. (1unit = 300 Gallons) | Per Gallon | 200 | 123 | 24600 | |
| 1003 | 19/56 | Supply & Installation of Duel (Electric and Gas Water Heaters)with factory-installed pressure relief valve, adjustable water temperature control thermostate, Copper connections for specific capacity having leaving waterr temprature 140degF & working pressure 15PSI, Ambasador/ Canon or approved manufacturer i/c cost of all accessories to complete the job as per specifications and standards & making connection, complete in all respect as approved and /or directed by Engineer Incharge. | |||||
| 1004 | (i) 35 Gallons | Each | |||||
| 1005 | (iii) 55 Gallons | Each | |||||
| 1006 | 19/55 | Providing/ fixing Electric water heater (Geyser)comprising of tank of 14SWG, GI sheet and external cover of 22 SWG MS sheet, insulated with 4" thick high density glasswool, imported thermostati/ celectricrod, safety valve (Ambassador/Canon) or approved equivalent manufacturer i/c cost of accessories & making connection complete in all respect as approved and directed by Engineer Incharge. (iii) 15 Gal capacity | Each | ||||
| 1007 | (iv) 20 Gal capacity | Each | 1 | 36647.6 | 36647.6 | ||
| 1008 | 21/7 | Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects: b) concrete Gully trap. | Each | ||||
| 1009 | 19/8 | Providing and fixing brass ball float valve:- vi) 5 cm (2") dia | Each | 1 | 2114 | 2114 | |
| 1010 | 23/64 | Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 1011 | Dry Chemical Powder capacity 6 Kg. | Each | |||||
| 1012 | CO2 Capacity 5 kg. | Each | |||||
| 1013 | HFC Type Capacity 6kg | Each | |||||
| 1014 | K-Type wet chemical capacity 6 Litters. | Each | |||||
| 1015 | Fire Blanket, White Color, with Black Strip, Hard Flat PVC Case in Red Color, of 4ft x 6ft size. | Each | 1 | 10609.2 | 10609.2 | ||
| 1016 | NS | Providing/ fixing/ SS Floor drain Screen/Jali 6x6 complete in all respect as approved and directed by Engineer Incharge. | Each | 12 | 1500 | 18000 | |
| 1017 | **CAR PARKING** | ||||||
| 1018 | **BILL NO. 1 : EARTHWORKS** | ||||||
| 1019 | 3/49-a | Jungle clearance and removing within 100 ft. (30 m). a) Ordinary (for Clearing & Grubbing) | P.Sft | 56472 | 0.406 | 22927.632 | |
| 1020 | 3/47. | Cutting and removing trees within a distance of 100 ft. (30 m) | |||||
| 1021 | upto 2½ ft. (150-760 mm) girth. | Each | 20 | 2426.15 | 48523 | ||
| 1022 | above 2½ ft. to 6 ft. (760 to 1800 mm) girth. | Each | 10 | 4720.3 | 47203 | ||
| 1023 | 3,/ 48 | Uprooting stump and removing within 100 ft. (30 m) from 2 ft. to 6 ft. (600 to 1800 mm) girth. | Each | 30 | 3045.25 | 91357.5 | |
| 1024 | 3/25. | Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: (For N.G.C) | |||||
| 1025 | i | 95% to 100% maximum modified AASHTO dry density. | P.Cft | 1350 | 1.7 | 2295 | |
| 1026 | ii | 90% maximum modified AASHTO dry density. | P.Cft | 7650 | 1.43 | 10939.5 | |
| 1027 | 3/5. | Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m), including ploughing and mixing and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:- | |||||
| 1028 | i) 95% to 100% maximum modified AASHTO dry density. | P.Cft | 350000 | 9.73 | 3405500 | ||
| 1029 | **BILL NO. 2 : SUBBASE AND BASE COURSE** | ||||||
| 1030 | 18/03-aii | Providing and laying Sub-base Course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of Sub-base Material to required depth, grade to achieve 100% maximum modified AASHO dry density, including carriage of i/c all lead and carriage of all material | P.Cft. | 18635.76 | 138.258 | 2576542.90608 | |
| 1031 | **BILL NO. 3 : ANCILLARY WORKS** | ||||||
| 1032 | 6/53 b ii | Providing and fixing precast Edge Kerb Stone (4"to 6" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc complete in all respect. B) With Painting (iii) (300x150x450mm high) | P.Rft | 330 | 687.15 | 226759.5 | |
| 1033 | 10/43-c | Providing and laying Tuff pavers, having 7000 PSI, crushing strength of approved Manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect.(50% Grey / 50% Coloured) 80-mm thick | Sft | 37271.52 | 248.85 | 9275017.752 | |
| 1034 | 23/14-a | Providing, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar | |||||
| 1035 | b) 4" i/d (100 mm) | Rft | 400 | 489.5 | 195800 | ||
| 1036 | d) 6" i/d (150 mm) | Rft | 520 | 948.25 | 493090 | ||
| 1037 | 21/6 | Constructing standard gully grating chamber, 3'x2½' (900x750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects. | Each | 35 | 21200.8 | 742028 | |
| 1038 | **BOUNDARY WALL & MAIN GATE** | ||||||
| 1039 | **EARTHWORK (EXCAVATION & EMBANKMENT)** | ||||||
| 1040 | 3/21 bii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Excavator. ii) in ordinary soil. | |||||
| 1041 | Boundary Wall Footing | Cft | 29750 | 10.73 | 319217.5 | ||
| 1042 | 3/15 i | Filling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc. | Cft | 9820 | 8.1555 | 80087.01 | |
| 1043 | **CONCRETE** | ||||||
| 1044 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 i/c all leads and carrage of all materials | Cft | 2125 | 388.22 | 824967.5 | |
| 1045 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) :(f) Ratio 1: 2: 4 i/c all leads and carrage of all materials | |||||
| 1046 | 6/9 b-v-ii | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) v) 3000 PSI (ii) More Than 9" Thick i/c all leads and carrage of all materials | Cft | 11250 | 623.54 | 7014825 | |
| 1047 | 6/9 a-v | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. a) 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:- (v) 3000 PSI i/c all leads and carrage of all material | Cft | 1833.77 | 736.06 | 1349764.7462 | |
| 1048 | 6/9 c-vi | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (c) Substructure (Foundations, Pile Cap, Raft, Strip and Footing Beams) (vi) 3000 PSI i/c all leads and carrage of all materials | Cft | 8545.63 | 591.41 | 5053971.0383 | |
| 1049 | 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 bar (Grade-60) | Kg | 86517.6 | 284.79 | 24639347.304 | ||
| 1050 | 6/36-a | Providing and fixing theremopore (foamed polythene) sheet in horizontal and vertical expansion joints:. a) 1" (25 mm) thick thermopore sheet | Sft | 174.6 | 29.9 | 5220.54 | |
| 1051 | **BRICK WORK** | ||||||
| 1052 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | Cft | 5093 | 439.53 | 2238526.29 | |
| 1053 | **SURFACE RENDERING** | ||||||
| 1054 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | Sft | 14742 | 65.85 | 970760.7 | |
| 1055 | 11/39. | Preparing surface and applying Graffiato Weather Coating ( Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge. | Sft | 14742 | 86.45 | 1274445.9 | |
| 1056 | 25/9. | Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | Kg | 576 | 483.66 | 278588.16 | |
| 1057 | 25/11. | Erection and fitting in position iron trusses, staging of water tanks, etc. | Kg | 576 | 20.42 | 11761.92 | |
| 1058 | 13/5 d | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. | Sft | 768 | 12.74 | 9784.32 | |
| 1059 | ii) each subsequent coat of paint. 3 coat | Sft | 768 | 25.5 | 19584 | ||
| 1060 | **MISCELLANEOUS** | ||||||
| 1061 | 26/45 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | Sft | 15500 | 12.7 | 196850 | |
| 1062 | 25/71 | Providing and fixing barbed wire fencing on compound wall, consisting of 1½"x1½"x3/16" (40x40x5mm) angle iron post 3' (900 mm) long, 4' (1200 mm) apart embedded in cement concrete 1:4:8 base of size 6"x6"x9" (150x150x225 mm) and 4 rows of barbed wire, including binding wire, painting posts, etc. complete in all respects | Sft | 969.92 | 376.66 | 365330.0672 | |
| 1063 | **OVER HEAD WATER TANK 15,000 GALLON** | ||||||
| 1064 | **CIVIL WORK** | ||||||
| 1065 | Civil Works | ||||||
| 1066 | Excavation | ||||||
| 1067 | 3/21/b-ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) | |||||
| 1068 | By Excavator | ||||||
| 1069 | in ordinary soil. | Cft | 5297.25 | 10.73 | 56839.4925 | ||
| 1070 | b) Lift from 5ft (1.5m) to 15 ft (4.5 m):- | ||||||
| 1071 | ii) Ordinary soil | Cft | 3472.875 | 13.01 | 45182.10375 | ||
| 1072 | Anti Termite | ||||||
| 1073 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspension concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250) = 540 Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect as approved by the Engineer Incharge. | P.Sft | 1874.25 | 12.7 | 23802.975 | |
| 1074 | 3/15 | Filling, watering and ramming earth under floors:- | |||||
| 1075 | i) with surplus earth from foundation, etc. | Cft | 5262.08 | 8.15 | 42885.952 | ||
| 1076 | Cement Concrete | ||||||
| 1077 | 6/5/i+1/1 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): | |||||
| 1078 | (i) Ratio 1: 4: 8 i/c all leads and carriage of all material | Cft | 137 | 388.22 | 53186.14 | ||
| 1079 | Brick work in Foundation | ||||||
| 1080 | 7/4/i | Pacca brick work in foundation and plinth in:- | |||||
| 1081 | Cement, sand mortar:- Ratio 1:5 | Cft | 766.5 | 398.96 | 305802.84 | ||
| 1082 | Brick work in Ground Floor | ||||||
| 1083 | 7/5/i | Pacca brick work in ground floor:- | |||||
| 1084 | Cement, sand mortar:- Ratio 1:4 | Cft | 661.5 | 421.81 | 279027.315 | ||
| 1085 | Plaster Work | ||||||
| 1086 | 11/9/b | Cement plaster 1:4 upto 20' (6.00 m) height:- | |||||
| 1087 | b) ½" (13 mm) thick | Sft | 630 | 49.23 | 31014.9 | ||
| 1088 | 11/9/c | Cement plaster 1:4 upto 20' (6.00 m) height:- | |||||
| 1089 | c) ¾" (20 mm) thick | Sft | 14.44 | 65.85 | 950.874 | ||
| 1090 | 11/12/b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. | |||||
| 1091 | b) 1:3 | Sft | 324 | 56.24 | 18221.76 | ||
| 1092 | 13/31 | Preparing surface and painting with emulsion paint:- | |||||
| 1093 | a) first coat | Sft | 1836 | 17.6 | 32313.6 | ||
| 1094 | b) 2nd and each subsequent coat | Sft | 3672 | 13.61 | 49975.92 | ||
| 1095 | Concrete Work | ||||||
| 1096 | 6/9+1/1 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge. i/c all leads and carriage of all material | |||||
| 1097 | (c) Substructure (Foundations, Raft, Strip and Footing Beams) | ||||||
| 1098 | (iv) 4000 PSI | P.Cft | 1568 | 690.06282 | 1082018.50176 | ||
| 1099 | (a) 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:- i/c all leads and carriage of all material | ||||||
| 1100 | (iv) 4000 PSI | P.Cft | 4009.68 | 834.71282 | 3346931.3000976 | ||
| 1101 | (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) | ||||||
| 1102 | iv) 4000 PSI (ii) More Than 9" Thick | P.Cft | 799.5 | 720.81282 | 576289.84959 | ||
| 1103 | 6/16 | Extra labour for laying concrete plain or reinforced: | |||||
| 1104 | (a) above 30' (6 m) upto 40'(12 m) height | Cft | 8.3625 | 64.96 | 543.228 | ||
| 1105 | b) Above 40' upto 50' height | Cft | 4.7145 | 105.56 | 497.66262 | ||
| 1106 | c) Above 50' upto 60' height | Cft | 4.186875 | 146.16 | 611.95365 | ||
| 1107 | d) Above 60' upto 70' height | Cft | 10.414875 | 186.76 | 1945.082055 | ||
| 1108 | e) Above 70' upto 80' height | Cft | 2.01705 | 227.36 | 458.596488 | ||
| 1109 | Crush Stone Carriage | ||||||
| 1110 | Admixture | ||||||
| 1111 | 6/56 | Providing and mixing super plasticizer (water reducing admixture) as defined in ASTM C-94 in order to achieve the required consistancy / workablility measured by the slump or to acheives pecified strenth in the ratio as proposed by the designer in the concrete mix design etc.complete in all respect as appprved and directed by Engineer incharge.(a) Super plasticizer | P.Gln | 624.70016 | 839.5 | 524435.78432 | |
| 1112 | Steel Work. | ||||||
| 1113 | 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):- | |||||
| 1114 | Deformed bars (Grade-60) | Kg | 33477.448587795 | 284.79 | 9534042.5833181 | ||
| 1115 | PVC Water Stopper | ||||||
| 1116 | 6/32 | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. | |||||
| 1117 | i) 6 mm thick | Rft | 80 | 426 | 34080 | ||
| 1118 | Sand Filling | ||||||
| 1119 | 10/3 | Supplying and filling sand under floor; or plugging in wells. | Cft | 327.4425 | 41.56 | 13608.5103 | |
| 1120 | Brick ballast | ||||||
| 1121 | 6/2 | Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. | Cft | 242.88 | 140.76 | 34187.7888 | |
| 1122 | 10/16 | Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels:- | |||||
| 1123 | (c) 1½"(40 mm) thick | Sft | 736 | 100.31 | 73828.16 | ||
| 1124 | 10/10 | Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6. | %Sft | 560 | 189.73 | 106248.8 | |
| 1125 | Khurras | ||||||
| 1126 | 9/15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 1 | 1228.55 | 1228.55 | |
| 1127 | 9/20-a | Cast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:- | |||||
| 1128 | a) 4" dia (100 mm) cast iron down pipe. | P.Rft | 80 | 505.3 | 40424 | ||
| 1129 | 9/21 | Rain water down pipe cast iron head fixed in place, including cost of clamp holdfast and painting | Each | 4 | 1451.3 | 5805.2 | |
| 1130 | 9/22 | Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting. | Each | 4 | 720.1 | 2880.4 | |
| 1131 | Angle Iron Step | ||||||
| 1132 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 10 | 661.35 | 6613.5 | |
| 1133 | Railing | ||||||
| 1134 | 25/36 | Providing and fixing stair railing of 2½" (63 mm) i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm) square M.S. bars 2'-9" (838 mm) high, fixed in each step, complete in all respects, including painting, polishing three coats. | Rft | 225 | 2172.35 | 488778.75 | |
| 1135 | 25/35 | Providing and fixing terrace railing of 2" (50 mm) i/d conduit pipe 16 SWG, welded with 5/8"x5/8" (16x16 mm) square bar 2.75 ft. (838 mm) high fixed at 5" (125 mm) centre to centre, in reinforced cement concrete slab with suitable arrangement, complete in all respects, as per design and drawing. | Rft | 220 | 1823.15 | 401093 | |
| 1136 | G.I Pipe | ||||||
| 1137 | 23/19 | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with flanged joints, using G.I. pipe of B.S.S. 1387-1967 complete in all respects, including specials and valves:- | |||||
| 1138 | i) G.I. flanged joints (Heavy Quality) | ||||||
| 1139 | f) 6" i/d (150 mm) | Rft | 300 | 3046.45 | 913935 | ||
| 1140 | Gate Valves | ||||||
| 1141 | 23/42 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges, nut/ bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 1142 | (b) Flange Ended Ductile Iron Valve | ||||||
| 1143 | (ix) 6" dia | Each | 3 | 49893.6 | 149680.8 | ||
| 1144 | Cover | ||||||
| 1145 | 19/40 | Supply and fitting of cast iron manhole cover square / circular with frame, etc. complete. iii) 60 cm (24") | Each | 2 | 6089.85 | 12179.7 | |
| 1146 | 10/4 | Providing, laying, watering and ramming stone ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 30% sand, for floor foundation, including compaction complete in all respects. | Cft | 5953.5 | 146.29 | 870937.515 | |
| 1147 | Terrazzo /Mosaic water Proofing | ||||||
| 1148 | 11/42 | Providing and laying ½" thick washed Terrazzo on walls in required colour & shade with one part of cement and marble powder 3:1 and two parts of marble chips, using white cement with additives laid over preplastered surface i/c cost of all types of labour, scaffolding, applying at any height in any floor over well cleaned plastered surface i/c preparation and cleaning the surface, complete in all respect, as per specifications, as approved and directed by the Engineer Incharge. | Sft | 1040 | 143.2 | 148928 | |
| 1149 | Level Indicator | ||||||
| 1150 | N.S | Providing and installing of Level Indicator complete with Steel pully, Steel Wire, Gauge Unit including all accessories such as G.I. Pipe, level indicator needle & anchoring arrangement with Float, jointing material as per drawing and/or directed by the Engineer complete in all respect | Each | 1 | 25000 | 25000 | |
| 1151 | Air Vent | ||||||
| 1152 | N-S | Providing and fixing 4 " dia air vent on roof of over head tank. | Each | 1 | 10000 | 10000 | |
| 1153 | N.S | Level indicator Transmitter (Ultrasonic) - Origin: Europe / USA / German or Equivalent - Ultrasonic working principle - Display of measured value in level, distance (cm, m, inch or feet) or volume (liters, m3 , imp, gallons) - 4-20 mA, 0-20 mA or 0-10V analog output options - Single line 5 digit LCD display and 4 sealed keypads for configuration - 100 mA max. @24 VDC / 150 mA max. @16 VDC - 500 Ω | Each | 1 | 145000 | 145000 | |
| 1154 | 23-2-a i | Direct Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- a) from ground level to 250 ft. (75 m) below ground level:- i) 15" to 18" (375 to 450 mm) i/d | |||||
| 1155 | Rft of bore | 250 | 883.05 | 220762.5 | |||
| 1156 | 23-2-b i | Direct Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- b) exceeding 250 ft. (75 m) depth below ground level:- i) 15" to 18" (375 to 450 mm) i/d | |||||
| 1157 | Rft of bore | 350 | 970.05 | 339517.5 | |||
| 1158 | 6-5-f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 , i/c Lead upto 45 km | |||||
| 1159 | P.Cft | 16 | 510.00724 | 8160.11584 | |||
| 1160 | 23-11-vi a | Providing and installing P.V.C. Bail/End plug, in tubewell bore hole:-10" i/d (300 mm)B.S.S. Class `B' | |||||
| 1161 | Each | 1 | 782.35 | 782.35 | |||
| 1162 | 23-10-vi | Providing and installing Fiberglass reinforced polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.00 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness) | |||||
| 1163 | Per Rft | 70 | 3916.8 | 274176 | |||
| 1164 | 23-12-j | Providing and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- j) 12" i/d, ¼" (300 mm i/d 6 mm) thick | |||||
| 1165 | Per Rft | 530 | 6145.05 | 3256876.5 | |||
| 1166 | 23/33-a 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. (Internal/External Diameters mentioned). PN-16 pipe (For Tap) 1") 32 mm | |||||
| 1167 | Per Rft | 35 | 126.1 | 4413.5 | |||
| 1168 | 23/16 i | Testing and developing of tubewell of size 6" (150 mm) i/d and above continuously upto 1.5 cs. Discharge | |||||
| 1169 | Per Hour | 72 | 2681.3 | 193053.6 | |||
| 1170 | 23/17. | Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole. | P.Cft | 519.4 | 189.3 | 98322.42 | |
| 1171 | 25/10. | Fabrication of heavy steel 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 excluding erection in position. (For Supply & installation of 1/2" i/d thick M.S Cap for 12" housing pipe) | |||||
| 1172 | P.Kg | 45 | 353.34 | 15900.3 | |||
| 1173 | 25/11. | Erection and fitting in position iron trusses, staging of water tanks, etc. | |||||
| 1174 | P.Kg | 45 | 20.42 | 918.9 | |||
| 1175 | 23/4. | Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement, for preserving samples of strata from bore hole. | Job for complete bore | 1 | 43572.85 | 43572.85 | |
| 1176 | 23/37-ii. | Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). Double | |||||
| 1177 | Each | 1 | 14405.2 | 14405.2 | |||
| 1178 | 23/42-b. | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia | |||||
| 1179 | Each | 1 | 140805 | 140805 | |||
| 1180 | 23/44-b | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia | |||||
| 1181 | Each | 1 | 69711.6 | 69711.6 | |||
| 1182 | N.S | Taking of water samples (2 bottles each) at the end of the pumping test. Full chemical and bacteriological analysis, of water samples according to Pakistani standard. | |||||
| 1183 | Each | 3 | 8000 | 24000 | |||
| 1184 | RA-06 | For Water Supply Bore Pump: Providing, fixing,, testing and Commissioning of 0.5 cusec and 950ft head, Submersible bore hole pump with 30 HP, pump motor set, setting 470 ft (4” Column Pipe), SD Cable, 4” top set, Erection Clamps, Reducer, NRV & Sluice Valves, pressure gauge with siphon, Joints along with Motor Control Unit (MCU), complete in all respects at site. (including all applicable taxes). | |||||
| 1185 | Each | 1 | 5239200 | 5239200 | |||
| 1186 | N.S | Carrying out Electrical Resistivity Survey from firms / agencies (approved by the Engineer), including, providing all required materials, tools, instruments and equipments complete with accessories to carry out the tests, with all necessary staff, labour, transport including report of ERS indicating the detail of strata's and assessment of water quality and quantity complete as per specifications, condition of contract and approval of the Engineer. | |||||
| 1187 | Job | 1 | 125000 | 125000 | |||
| 1188 | N.S | Providing sanitary seal in annular space between borehole and casing for reverse rotary tube well by pressure grouting / tremie pipe using neat cement slurry or cement–bentonite slurry for a minimum depth of 15 feet below ground level, to prevent ingress of surface contaminated water, complete as per specifications and directions of the Engineer-in-Charge. (Analysis Attached) | |||||
| 1189 | Rft | 15 | 1511.0065643544 | 22665.098465315 | |||
| 1190 | **CONSTRUCTION OF TUBEWELL ROOM** | ||||||
| 1191 | **CIVIL WORKS** | ||||||
| 1192 | 3/21 1ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil. | P.Cft | 255 | 17.08 | 4355.4 | |
| 1193 | 3/15 ii | Filling, watering and ramming earth under floors: ii) with new earth excavated from outside, i/c all Lead and caaiage of all material | P.Cft | 127.5 | 32.0498 | 4086.3495 | |
| 1194 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c all Lead and caaiage of all material | P.Cft | 138.8325 | 388.22 | 53897.55315 | |
| 1195 | 6/5 h | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (h) Ratio 1: 3: 6, i/c all Lead and caaiage of all material | P.Cft | 82.98 | 439.789102 | 36493.69968396 | |
| 1196 | 6/6 ai2 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) 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:- (2) Type B (nominal mix 1: 1½: 3). i/c all Lead and caaiage of all material | P.Cft | 137.1706 | 861.31282 | 118146.79630709 | |
| 1197 | 7/4 i | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5 | P.Cft | 546.41 | 398.96 | 217995.7336 | |
| 1198 | 7/5 i | Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4 | P.Cft | 421.875 | 421.81 | 177951.09375 | |
| 1199 | 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):- | P.Kg | 411.5118 | 284.79 | 117194.445522 | |
| 1200 | 6/37a(ii) | Providing and laying damp proof course of 1: 2: 4 (using cement, sand and shingle), including bitumen coating :- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge :- ii) 2" thick (50 mm) | P.Sft | 76.5 | 138.52 | 10596.78 | |
| 1201 | 6/39 a(i)b | Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet. 500 gauge: 3/4" Thick i) Ratio 1: 4 b) ¾" thick (20 mm) | P.Sft | 102 | 85.99 | 8770.98 | |
| 1202 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | P.Sft | 51.231412639405 | 49.23 | 2522.1224442379 | |
| 1203 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | P.Sft | 75.487918215613 | 65.85 | 4970.8794144981 | |
| 1204 | 11/12 b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3 | P.Sft | 18.726765799257 | 56.24 | 1053.1933085502 | |
| 1205 | 9/35 ii | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- ii) Thermopore sheet ¾ " (20 mm) thick | P.Sft | 14.521375464684 | 191.08 | 2774.7444237918 | |
| 1206 | 9/15. | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 1 | 1228.55 | 1228.55 | |
| 1207 | 19/47 v | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Type (SDR 32.5/SN-8) (v)4"(110 mm) | Rft | 14 | 254.3 | 3560.2 | |
| 1208 | 10/22 a | 1½"(40 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1"(25 mm) thick floor of 1:2:4 cement concrete, including rubbing and polishing complete with finishing :- (a) using grey cement | Sft | 13.382899628253 | 312.42 | 4181.0855018587 | |
| 1209 | 10/35 bii | Mosaic dado or skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over ½"(13 mm) thick cement plaster 1:3, including rubbing and polishing, complete with finishing. (a) using grey cement: ii) ½"(13 mm) thick | Sft | 2.2304832713755 | 210.12 | 468.66914498141 | |
| 1210 | 12/5 biii | 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. (iii) 1-1/2" thick (40 mm) | Sft | 2.2769516728625 | 3287.65 | 7485.8201672862 | |
| 1211 | 12/16. | Providing and fixing M.S. sheet hollow pressed frame of doors, windows, C. windows, etc. (chowkat only) of 20 SWG welded with M.S. flat 6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4" (100 mm) long iron hinges, including filling chowkat with cement sand mortar 1:8 and embedding holdfast in cement concrete 1:2:4, complete in all respects b) double rebate | Sft | 7.4695121951219 | 527.55 | 3940.5411585366 | |
| 1212 | 25/51. | 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 1.6mm thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge. | Sft | 2.3234200743494 | 1322.5 | 3072.7230483271 | |
| 1213 | 25/52. | Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect. | Sft | 1.1617100371747 | 538.3 | 625.34851301115 | |
| 1214 | 25/58. | Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars | Sft | 2.3234200743494 | 1178.65 | 2738.499070632 | |
| 1215 | 12/64. | Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | Each | 1 | 4569.55 | 4569.55 | |
| 1216 | 12/35 c | Providing and fixing door stops of 1½" (40 mm) dia rubber block. | Each | 1 | 180.5 | 180.5 | |
| 1217 | 11/23+24 i+ii | Priming coat of chalk under distemper… | Sft | 69.958178438662 | 23.37 | 1634.9226301115 | |
| 1218 | 11/18 b | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- b) ratio 1:3 | Sft | 75.487918215613 | 50.89 | 3841.5801579926 | |
| 1219 | 26/43. | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | Sft | 34.711895910781 | 12.7 | 440.84107806691 | |
| 1220 | 23/52. | Providing and fixing Chain Pulley Block of 5 ton capacity with 5 meter length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge. | Each | 1 | 53030 | 53030 | |
| 1221 | 25/10+11 | Fabrication of heavy steel 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 excluding erection in position. Erection and fitting in position iron trusses, staging of water tanks, etc. | Kg | 100 | 373.76 | 37376 | |
| 1222 | **CIVIL WORKS** | ||||||
| 1223 | 3/46. | Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines/electric cables upto 5 ft. (1.5 m) depth from ground level, including backfilling, trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects | |||||
| 1224 | CFt | 3416.886825 | 12.19 | 41651.85039675 | |||
| 1225 | 3/24-b ii | Compaction of earthwork (soft, ordinary or hard soil) :- b) Compaction by rolling with animal driven roller/hand rammed: ii) ordinary soi | |||||
| 1226 | CFt | 3383.949495 | 2.84 | 9610.4165658 | |||
| 1227 | 3/13 a | Rehandling of earthwork (Lead upto a single throw of Kassi, phaorah or shovel) | |||||
| 1228 | CFt | 3416.886825 | 4.06 | 13872.5605095 | |||
| 1229 | 6/ 5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 (cylindrical strength of concrete 2500 Psi). | |||||
| 1230 | CFt | 40.09335 | 509.99724 | 20447.497842354 | |||
| 1231 | 6/ 5 c | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (c) Ratio 1: 1½: 3 | |||||
| 1232 | CFt | 5.125 | 585.19282 | 2999.1132025 | |||
| 1233 | 6/6 (a i 2b) | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) (i) 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:- (2) Type B (nominal mix 1: 1½: 3). | |||||
| 1234 | CFt | 21.380705977536 | 861.31282 | 18415.476159102 | |||
| 1235 | 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 bar (b) Deformed bars (ii) (Grade-60) | |||||
| 1236 | P.Kg | 42.761411955072 | 284.79 | 12178.022510685 | |||
| 1237 | 23/30b | Providing, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100) working presure pipe, Beta/ Dadex/ Popular/ IIL or approved equivalent manufacturer, including the cost of specials, in trenches, as approved & directed by the engineer incharge, complete in all respects. b) PN-8 (SDR-21) | |||||
| 1238 | 50 mm | RFt | 200 | 93.5 | 18700 | ||
| 1239 | 75 mm | RFt | 200 | 199.95 | 39990 | ||
| 1240 | 23/37 ii | Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). (Double acting) | |||||
| 1241 | No | 1 | 14405.2 | 14405.2 | |||
| 1242 | 23/44 b | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. b) Flange Ended Ductile Iron Valve | |||||
| 1243 | 4" dia | Each | 1 | 13346.4 | 13346.4 | ||
| 1244 | 23/42 b | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. Flange Ended Ductile Iron Valve | |||||
| 1245 | 4" dia | Each | 1 | 30780 | 30780 | ||
| 1246 | 6/5 a | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (a) Ratio 1: 1:2 i/c | |||||
| 1247 | CFt | 40 | 697.81 | 27912.4 | |||
| 1248 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | |||||
| 1249 | CFt | 223.171875 | 439.53 | 98090.73421875 | |||
| 1250 | 11/08/ b | Cement plaster 1:3 upto 20' (6.00 m) height:-½" (13 mm) thick | |||||
| 1251 | SFt | 203.76 | 51.58 | 10509.9408 | |||
| 1252 | 21/13. | Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects. | |||||
| 1253 | set | 3 | 20715.65 | 62146.95 | |||
| 1254 | 23/61 | Supply, installation, testing, and commissioning of Garden / fire Hydrants made by Haseen Habib / Teepu Engineering or approved equvilent manufacturer, according to B.S.S. 750 standard double delivery type having 4" dia barrel with 2 Nos. 2-1/2" valve including the cost of jointing material with all fittings and accessories complete in all respect as approved by the Engineer Incharge | |||||
| 1255 | Each | 4 | 59750.15 | 239000.6 | |||
| 1256 | **SEWERAGE SYSTEM** | ||||||
| 1257 | **SEPTIC TANK** | ||||||
| 1258 | **CIVIL WORKS** | ||||||
| 1259 | 3/43 2aii | Earth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means a) 0 ft. to 7.0 ft. (0 to 2.10 m) depth ii) Ordinary soil | |||||
| 1260 | Cft | 315.6945 | 9.75 | 3078.021375 | |||
| 1261 | 3/43 2bii | Earth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means b) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth ii) Ordinary soil | |||||
| 1262 | Cft | 299.909775 | 12.59 | 3775.86406725 | |||
| 1263 | 6/ 3 -b | Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1: 4: 8 | |||||
| 1264 | Cft | 15.784725 | 359.74 | 5678.3969715 | |||
| 1265 | 6/6 (a-3) | Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):- | |||||
| 1266 | (a) 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:- (3) Type C (nominal mix 1: 2: 4) | Cft | 47.557025064 | 786.93724 | 37424.394046475 | ||
| 1267 | 6/6 (b-3i) | (3) Type C (nominal mix 1: 2: 4)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects: | Cft | 136.63555 | 758.93724 | 103697.80720288 | |
| 1268 | 6/6 (c-3) | (c) Reinforced cement concrete in Pile cap, slab of rafts / stripfoundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- | Cft | 23.73945 | 634.18724 | 15055.256274618 | |
| 1269 | 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 deformed bar (b) Deformed bars ii-(Grade-60) | Kg | 831.728100256 | 284.79 | 236867.84567191 | |
| 1270 | 6/32 (ii) | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. ii) 10 mm thick | P Rft | 30 | 816 | 24480 | |
| 1271 | 21/14 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | set | 2 | 24427.75 | 48855.5 | |
| 1272 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | each | 12 | 661.35 | 7936.2 | |
| 1273 | 19/47 (vii) | Providing, fixing, testing and commissioning of µ-PVC(Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular/ Beta or approved equivalent manufacturer, plain / Bell Ended /Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the costof specials and Solvents complete in all respects, as per drawings &specifications and / or as approved and directed by the EngineerIncharge. (vii) 200 mm | P Rft | 20 | 525.65 | 10513 | |
| 1274 | 22/1 (a) | Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :- | |||||
| 1275 | i) from 0' to 5' (o to 1.5 m) depth | Cft | 565.2 | 12.06 | 6816.312 | ||
| 1276 | ii) from 5.1' to 10' (1.5 to 3.0 metre) depth | Cft | 565.2 | 12.6 | 7121.52 | ||
| 1277 | 22/2 (a) | Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :- | |||||
| 1278 | i) from 10' to 15'(3.0 to 4.5 m) depth | Cft | 565.2 | 64.96 | 36715.392 | ||
| 1279 | ii) from 15.1' to 20'(4.5 to 6.0 m) depth | Cft | 565.2 | 81.2 | 45894.24 | ||
| 1280 | iii) from 20.1' to 25'(6.0 to 7.5 m) depth | Cft | 565.2 | 97.44 | 55073.088 | ||
| 1281 | iv) from 25.1' to 30'(7.5 to 9.0 m) depth | Cft | 565.2 | 113.68 | 64251.936 | ||
| 1282 | v) from 30.1' to 35'(9.0 to 10.5 m) depth | Cft | 565.2 | 129.93 | 73436.436 | ||
| 1283 | vi) from 35.1' to 40'(10.5 to 12.0 m) depth | Cft | 565.2 | 146.171 | 82615.8492 | ||
| 1284 | vii) from 40.1'to 45'(12.0 to 13.5 m) depth | Cft | 565.2 | 162.412 | 91795.2624 | ||
| 1285 | viii) from 45'(13.5 Sm) to any depth | Cft | 565.2 | 178.654 | 100975.2408 | ||
| 1286 | 46179 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- i/c all lead and carriage of all material | |||||
| 1287 | b-2(ii) | (b) Reinforced cement concrete in retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast in situ (Formwork on both sides) , complete in all respects:(2) Type B (nominal mix 1:1-1/2:3) (ii) More Than 9" thick (Avg) | Cft | 78.5 | 760.81282 | 59723.80637 | |
| 1288 | 6/6a-ii | (a) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members castin situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3) | Cft | 25.12 | 861.31282 | 21636.1780384 | |
| 1289 | 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):- | Kg | 570.549 | 284.79 | 162486.64971 | |
| 1290 | 7/7-i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | Cft | 1645.189 | 439.53 | 723109.92117 | |
| 1291 | 21/14 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | set | 1 | 24427.75 | 24427.75 | |
| 1292 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 10 | 661.35 | 6613.5 | |
| 1293 | 19/47-iv | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge. | |||||
| 1294 | (iv) 82mm | P Rft | 50 | 160.6 | 8030 | ||
| 1296 | **CIVIL WORK** | ||||||
| 1297 | **EARTHWORK (EXCAVATION & EMBANKMENT)** | ||||||
| 1298 | 3/21-1-aii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m), 2) a) By Excavator. ii) in ordinary soil. | P.Cft | 11967.9 | 10.73 | 128415.567 | |
| 1299 | 3/11-b | Excavation in rock dressed to designed section, grades and profiles, excavated material disposed off within 100 ft. (30 m) and lift upto 5'-0" (1.5 m). b) Medium hard rock, requiring occasional blasting. | P.Cft | 5129.1 | 51.113 | 262163.6883 | |
| 1300 | 3/15 i | Filling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc. | P.Cft | 8548.5 | 8.15 | 69670.275 | |
| 1301 | 3/15 ii | Filling, watering and ramming earth under floors:- ii) with new earth excavated from outside, lead upto one chain (30 m). i/c Lead upto 8 km | P.Cft | 4917.25 | 32.0495 | 157595.403875 | |
| 1302 | **CONCRETE** | ||||||
| 1303 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c Lead upto 45 km | |||||
| 1304 | Foundation | P.Cft | 1068.5625 | 388.24318153846 | 414862.10467269 | ||
| 1305 | 6/2 | Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. | |||||
| 1306 | Ground Floor | P.Cft | 1110.924375 | 140.76 | 156373.715025 | ||
| 1307 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (f) Ratio 1: 2: 4, i/c Lead upto 45 km | |||||
| 1308 | Ground Floor | P.Cft | 283.294375 | 509.99724 | 144479.34935753 | ||
| 1309 | 6/9 c-vi | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) ( c) Substructure (Foundations, Raft, Strip and Footing Beams). (vi) 3000 PSI PSI i/c Lead upto 45 km | P.Cft | 8846 | 591.41282 | 5231637.80572 | |
| 1310 | 6/9-a-v | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge.) (a) 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:-. (v) 3000 PSI i/c Lead upto 45 km | |||||
| 1311 | Ground Floor | P.Cft | 4779.953125 | 736.06282 | 3518345.7766553 | ||
| 1312 | 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):- (b) Deformed bars, (ii) (Grade-60) | P.Kg | 61673.7421875 | 284.79 | 17564065.037578 | |
| 1313 | **BRICK WORK** | ||||||
| 1314 | 7/4 i | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5 | P.Cft | 2815.0078125 | 398.96 | 1123075.516875 | |
| 1315 | 7/5 i | Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4 | |||||
| 1316 | i | Ground Floor | P.Cft | 3462.046875 | 421.81 | 1460325.9923438 | |
| 1317 | **ROOFING** | ||||||
| 1318 | 9/35 iii | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- iii) Thermopore sheet 1" (25 mm) thic( | |||||
| 1319 | Roof Area | P.Sft | 3585.5 | 197.51 | 708172.105 | ||
| 1320 | 9/15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | |||||
| 1321 | Roof Area | Each | 7 | 1228.55 | 8599.85 | ||
| 1322 | 23/14 a-b | Providing, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar) | |||||
| 1323 | b) 4" i/d (100 mm) | ||||||
| 1324 | Roof Area | Rft | 108 | 489.5 | 52866 | ||
| 1325 | 23/26-a-ii | Providing and installing P.V.C. tees, of B.S.S i) Class `B' working pressure:-ii) 4" i/d (100 mm | |||||
| 1326 | Roof Area | Each | 7 | 2398.35 | 16788.45 | ||
| 1327 | 23/25-a-ii | Providing and installing P.V.C. bends, of B.S.S.i) Class `B' working pressure:-ii) 4" i/d (100 mm) | |||||
| 1328 | Roof Area | Each | 7 | 865.75 | 6060.25 | ||
| 1329 | 9/48-iv | Providing and fixing false ceiling comprises of Gypsum board laminated sheet of size 2'x2'/2'x3'/ 3'x3'of specified design and thickness i/c cost of fixtures i.e galvanized angle 1" x 1" at wall sides, galvanized tee 1¼" x 1"and 1 ½” x 1” both at 4’ c/c ( made of Taiwan CKM or equivalent), hanging with G.I/Copper wire 16 SWG, G.I hook, Rawal Plug etc: complete in all respects as approved and directed by the Engineer Incharge. iv) 12 mm thick | |||||
| 1330 | Ground Floor | P.Sft | 1795.3125 | 182.25 | 327195.703125 | ||
| 1331 | 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). | |||||
| 1332 | Ground Floor | P.Sft | 1571.125 | 130.9 | 205660.2625 | ||
| 1333 | **FLOORING** | ||||||
| 1334 | 10/3 | Supplying and filling sand under floor; or plugging in wells. | P.Cft | 1110.924375 | 41.56 | 46170.017025 | |
| 1335 | 10/46-a-iv | Providing and laying superb quality Porcelain glazed tiles flooring of MASTER brand of specified size in approved design, Color and Shade with adhesive/bond over 3/4" thick (1:3) cement plaster i/c the cost of sealer for finishing the jointsi/ccutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed tiles (iv) 600mmx 1200 mm (24"x48") | |||||
| 1336 | Ground Floor | P.Sft | 1530.4375 | 501.05 | 766825.709375 | ||
| 1337 | 10/36-a-iv | Providing and laying superb quality Porcelain glazed tiles of Master/ Stile brand or approved equivalent manufacturer, skirting/dado of specified size, Color and Shade with adhesive/ bond over 1/2"thick (1:2) cement plaster i/c the cost of matching sealer for finishing the joints, cutting grinding complete in all respect as approved and directed by the Engineer Incharge. a) Full body Glazed Tile (iv) 600mmx 1200 mm (24"x48") | |||||
| 1338 | Ground Floor | P.Sft | 1062.8875 | 501.2 | 532719.215 | ||
| 1339 | 10/51-i | Providing and laying Prepolished Granite of specified thicknes sand shade of full width of approved quality laid with adhesive bond over 3/4" thick (1:2) cement sand mortor bed, complete in all respect as approved and directed by the Engineer Incharge. (i) 3/4" thick | |||||
| 1340 | Ground Floor | P.Sft | 123.75 | 1181.2 | 146173.5 | ||
| 1341 | 10/54 | Providing and applying non-oxidizing Metallic Floor Hardener comprising of 50 mm thick base slab of cement concrete 1:2:4, including surface finishing and toping of floor hardener spreading @ 9-12kg / Sqm using mechanical trowels for required finish and texture including leveling, compacting, curing complete in all respect as per approved specifications and as approved by the Engineer incharge. | |||||
| 1342 | Ground Floor | P.Sft | 1700 | 201.9 | 343230 | ||
| 1343 | **SURFACE RENDERING** | ||||||
| 1344 | 11/12-b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3 | |||||
| 1345 | Ground Floor | P.Sft | 3366.4375 | 56.24 | 189328.445 | ||
| 1346 | Internal Wall plaster | ||||||
| 1347 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | |||||
| 1348 | Ground Floor | P.Sft | 9227.9375 | 49.23 | 454291.363125 | ||
| 1349 | External Wall plaster | ||||||
| 1350 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | |||||
| 1351 | Ground Floor | P.Sft | 4372.5625 | 65.85 | 287933.240625 | ||
| 1352 | Painting on plastered walls | ||||||
| 1353 | 11/23+24-a-ii | Priming coat of chalk under distemper. Distempering using Vinyle Emulsion Paint:- a) new surface:- iii) three coats | |||||
| 1354 | Ground Floor | P.Sft | 12594.375 | 18.54 | 233499.7125 | ||
| 1355 | **WOOD WORK** | ||||||
| 1356 | 12/5-b-iii | 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. b) Ash wood Door, (iii) 1-1/2" thick (40 mm) | |||||
| 1357 | Ground Floor | P.Sft | 286 | 3287.65 | 940267.9 | ||
| 1358 | 12/17ii | 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 holecovered with MSBox,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 | |||||
| 1359 | a) | (ii) 10.5 " wide | |||||
| 1360 | Ground Floor | P.Sft | 286 | 731.35 | 209166.1 | ||
| 1361 | 12/59 | 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. | |||||
| 1362 | Ground Floor | P.Sft | 57.375 | 1646.8 | 94485.15 | ||
| 1363 | 12/60-bii | 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. b) Brass, (ii) 12" (300 mm) long | |||||
| 1364 | Ground Floor | Each | 11 | 1252.3 | 13775.3 | ||
| 1365 | 12/64 | Providing and fixing Imported Mortise Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | |||||
| 1366 | Ground Floor | Each | 11 | 4569.55 | 50265.05 | ||
| 1367 | **IRON WORK** | ||||||
| 1368 | 25/55-b | Providing and fixing 2 mm thick Double glazed aluminium windows of anodize / powder coated partly fixed and party sliding using deluxe section of 100mm x 40mm x2 mm using frame (70501) at bottom, (70502) at Top & Side made of Pakistan Cables/Alcop or approved equivalent manufacturer having Leaf Frame size 31mm x 60mm x2 mm (70506) at Top & Bottom, 35mm x 60mm x2 mm (70505) at center and 35mm x 60mm x2 mm(70503) at sides , fixing one side Tinted and one side clear double glass, and air tight using double tape, chemical strips, Silicon using approved latches, wheels for channel, stopper, brush channel angle joint and hardware etc.( excluding the cost of Fly Proofing). Complete in all respect as approved and directed by the Engineer Incharge. b) 6mm thick Glass | |||||
| 1369 | Ground Floor | P.Sft | 502.5 | 2764.35 | 1389085.875 | ||
| 1370 | 25/52 | Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect. | |||||
| 1371 | Ground Floor | P.Sft | 251.25 | 538.3 | 135247.875 | ||
| 1372 | 25/59 | Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars | |||||
| 1373 | Ground Floor | P.Sft | 502.5 | 1178.65 | 592271.625 | ||
| 1374 | 25/76 | Providing and fixing imported 4mm thick Aluminum Composite Panel (ACP) Cladding with fire retarding core, fire rated, pvdf coating, aluminium profile skin front 0.5mm, rear 0.5mm, of approved colour and shade including aluminium brackets, anchor bolts and nuts, aluminium profile, topping screw rod sponge and silicon filling of joints etc., complete in all respect as per approved specifications and as approved by the Engineer incharge. | |||||
| 1375 | Ground Floor | P.Sft | 4372.5625 | 1140.25 | 4985814.390625 | ||
| 1376 | 25/10+11 | Fabrication of heavy steel 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, including Erection and fitting in position iron trusses, staging of water tanks, etc. | |||||
| 1377 | Ground Floor | P.Kg | 13117.6875 | 373.77 | 4902998.056875 | ||
| 1378 | 13/5 d | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. | P.Sft | 8745.125 | 12.74 | 111412.8925 | |
| 1379 | ii) each subsequent coat of paint. 3 coat | P.Sft | 8745.125 | 25.5 | 223000.6875 | ||
| 1380 | **MISCELLANEOUS** | ||||||
| 1381 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | P.Sft | 8802.6875 | 12.7 | 111794.13125 | |
| 1382 | 26/49-i | Providing and fixing 38mm (min) factory made Premium WPC Doors (waterproof, Termite-resistant, Fire retardant) of ESTA, Greendoors or approved equivalent with WPC door frame (chowkat) and WPC architrave on both sides, including the cost of polishing, with hinges, T-lock, tower bolt, handle & all hardware's accessories complete in all respect as per approved specifications and as approved by the Engineer incharge. i) WPC Door 5mm wall thickness | P.Sft | 88 | 2764.25 | 243254 | |
| 1383 | Internal Building Plumbing | ||||||
| 1384 | 19/7-i | Providing and fitting glazed earthen ware wash hand basin /vanity 56x40 cm (22"x16") including bracket set, waste pipe and waste coupling, etc. v) Under Counter Vanity Basin | Each | 3 | 13047.55 | 39142.65 | |
| 1385 | 19/8 | Providing and fixing stainless steel sink with drain board, size 120x60 cm (48"x24") including bracket set, waste pipe and waste coupling. | Each | 1 | 15806.95 | 15806.95 | |
| 1386 | 19/30 | Providing and fixing, chromium plated mixing valve, for wash hand basin, sink or shower. | Each | 4 | 3950 | 15800 | |
| 1387 | 19/4-i | Providing and fitting glazed earthen ware water closet, squatter type (Orisa pattern), combined with foot rest. i) white | Each | 2 | 6949.6 | 13899.2 | |
| 1388 | 19/11 | Providing and fixing glazed earthen ware flat back urinal. | Each | 1 | 2838 | 2838 | |
| 1389 | 19/12-i | Providing and fitting plastic made low down flushing cistern13.63 litre (3 gallons) capacity, including bracket set, copper connection, etc. complete. i) white | Each | 2 | 5803.2 | 11606.4 | |
| 1390 | 19/3-a-ii | Providing and fitting imported floor mounted Europeon coupled set of Water Closet (WC) and flushing Cistern of PORTA/ Marachi brand (full size) manufacturer i/c the cost of CP/rubber connection, thimble, seat cover and rawal bolts complete in all respects as approved and directed by the Engineer Incharge. A Two Piece, ii PORTA HD 200N Toilet Cito with Hydraulic Seat Cover | Each | 2 | 61651.1 | 123302.2 | |
| 1391 | 19/16 | Providing and fixing, chromium plated soap dish | Each | 3 | 981.6 | 2944.8 | |
| 1392 | 19/18 | Providing and fixing, chromium plated toilet paper holder. | Each | 4 | 1271.45 | 5085.8 | |
| 1393 | 19/20 | Providing and fixing looking glass 55x40 cm (22"x16") size and 5 mm thick, first quality. | Each | 3 | 1546.2 | 4638.6 | |
| 1394 | 19/52-v. | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal 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 v) Muslim shower | Each | 4 | 2387 | 9548 | |
| 1395 | 19/28 | Providing and fixing chromium plated tee stop cock 15mm (½") | Each | 13 | 2068 | 26884 | |
| 1396 | 19/52-iii | Providing and fixing CP bath Room Set made of Sonex/Master/Faisal 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. (iii) Double Bib Cock | Each | 4 | 1907 | 7628 | |
| 1397 | 19/49-a | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (a) P-Trap (i) 4" dia | Each | 2 | 960.2 | 1920.4 | |
| 1398 | 19/49-b | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Multi-Trap | |||||
| 1399 | (ii) 3" dia | Each | 6 | 1046.1 | 6276.6 | ||
| 1400 | 19/49-d | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (d) Clean Out (i) 4" dia | Each | 706.2 | |||
| 1401 | (ii) 3" dia | Each | 2 | 354.3 | 708.6 | ||
| 1402 | 19/49-c | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe Fittings make of dadex /Popular/Beta/BBJ conforming to code EN-1401 ncluding the cost of Solvents complete in all respect as approved and directed by the Engineer Incharge. (c) Vent Cowel (i) 4" dia | Each | 390.6 | |||
| 1403 | 19/19 | Providing and fixing, chromium plated towel rail:- i) 60 cm (24") long, and 2 cm (¾") dia. | Each | 3 | 1337.2 | 4011.6 | |
| 1404 | 19/47-iii,iv,v, vi,vii | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 1405 | (iii) 50mm | Rft | 12 | 103.95 | 1247.4 | ||
| 1406 | (iv) 82mm | Rft | 36 | 160.6 | 5781.6 | ||
| 1407 | (v) 110 mm | Rft | 60 | 254.3 | 15258 | ||
| 1408 | (vi) 160 mm | Rft | 20 | 493.4 | 9868 | ||
| 1409 | (vii) 200 mm | Rft | 554.2 | ||||
| 1410 | 23/45 | Providing and fixing CP heavy duty brass Ball valve with CP handle of specified diameter made of Faisal/Sonex / Master best quality or equivalent complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 1411 | ii) 3/4" dia | Each | 1448.4 | ||||
| 1412 | iii) 1" dia | Each | 1868.4 | ||||
| 1413 | iv) 1-1/4" dia | Each | 1988.4 | ||||
| 1414 | v) 1-1/2" dia | Each | 2228.4 | ||||
| 1415 | vi) 2" dia | Each | 4 | 2508 | 10032 | ||
| 1416 | vii) 2-1/2" dia | Each | 2768.4 | ||||
| 1417 | 23/54 | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. a) Brass Threaded Valves | |||||
| 1418 | (iii) 1" dia | Each | 5696.4 | ||||
| 1419 | iv) 1-1/4" dia | Each | 7794.96 | ||||
| 1420 | v) 1-1/2" dia | Each | 8917.08 | ||||
| 1421 | (vi) 2" dia | Each | 2 | 13420.8 | 26841.6 | ||
| 1422 | 23/47-a- ii, iii,iv,v,vi,vii | Providing, laying, testing and commissioning of POLYPROPYLENE RANDOM COPOLYMER (PPRC) water supply pipe made of (Dadex /Popular/ Beta / BBJ) 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.(Internal/External Diameters mentioned). a) PN-16 pipe | |||||
| 1423 | (ii)(3/4") 25 mm | Rft | 60 | 83.4 | 5004 | ||
| 1424 | (iii)(1") 32 mm | Rft | 20 | 126.1 | 2522 | ||
| 1425 | (iv) (1-1/4") 40 mm | Rft | 100 | 186.95 | 18695 | ||
| 1426 | (v) (1-1/2") 50 mm | Rft | 40 | 292.3 | 11692 | ||
| 1427 | (vi) )2") 63mm | Rft | 52 | 450.9 | 23446.8 | ||
| 1428 | (vii) 75 mm | Rft | 759.05 | ||||
| 1429 | 19/13 R | Providing and Fixing of SS304 Roof/scupper Drain, complete in all respect as approved and directed by Engineer Incharge. ii) 4" dia | Each | 1429.2 | |||
| 1430 | 23/52 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly(UK), Scon(Pakistan)or approved equivalent manufacturer, i/c the cost of all accessories flanges, nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve | |||||
| 1431 | (ix) 4" dia | Each | 49192.8 | ||||
| 1432 | 19/51 | Providing and hoisting vertical/horizontal type storage tank of required capacity made of rotationally molded from (HDPE), double plypolyethelene of approved manufacturer i/c cost of making connection for inlet/outlet pipe, float valve i/c all cost of specials & labour complete in all respect as approved and directed by the Engineer Incharge. (1unit = 300 Gallons) | Per Gallon | 200 | 123 | 24600 | |
| 1433 | 19/56 | Supply & Installation of Duel (Electric and Gas Water Heaters)with factory-installed pressure relief valve, adjustable water temperature control thermostate, Copper connections for specific capacity having leaving waterr temprature 140degF & working pressure 15PSI, Ambasador/ Canon or approved manufacturer i/c cost of all accessories to complete the job as per specifications and standards & making connection, complete in all respect as approved and /or directed by Engineer Incharge. | |||||
| 1434 | (i) 35 Gallons | Each | 81723 | ||||
| 1435 | (iii) 55 Gallons | Each | 86041.5 | ||||
| 1436 | 19/55 | Providing/ fixing Electric water heater (Geyser)comprising of tank of 14SWG, GI sheet and external cover of 22 SWG MS sheet, insulated with 4" thick high density glasswool, imported thermostati/ celectricrod, safety valve (Ambassador/Canon) or approved equivalent manufacturer i/c cost of accessories & making connection complete in all respect as approved and directed by Engineer Incharge. (iii) 15 Gal capacity | Each | 36961.5 | |||
| 1437 | (iv) 20 Gal capacity | Each | 1 | 36647.6 | 36647.6 | ||
| 1438 | 21/7 | Constructing gully grating chamber, 12"x12", ( 300x300 mm) complete in all respects: b) concrete Gully trap. | Each | 7023.45 | |||
| 1439 | 19/8 | Providing and fixing brass ball float valve:- vi) 5 cm (2") dia | Each | 1 | 2114 | 2114 | |
| 1440 | 23/64 | Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 1441 | Dry Chemical Powder capacity 6 Kg. | Each | 13266 | ||||
| 1442 | CO2 Capacity 5 kg. | Each | 33003.6 | ||||
| 1443 | HFC Type Capacity 6kg | Each | 81122.4 | ||||
| 1444 | K-Type wet chemical capacity 6 Litters. | Each | 48169.2 | ||||
| 1445 | Fire Blanket, White Color, with Black Strip, Hard Flat PVC Case in Red Color, of 4ft x 6ft size. | Each | 1 | 10609.2 | 10609.2 | ||
| 1446 | NS | Providing/ fixing/ SS Floor drain Screen/Jali 6x6 complete in all respect as approved and directed by Engineer Incharge. | Each | 12 | 1500 | 18000 | |
| 1447 | **CAR PARKING** | ||||||
| 1448 | **BILL NO. 1 : EARTHWORKS** | ||||||
| 1449 | 3/49-a | Jungle clearance and removing within 100 ft. (30 m). a) Ordinary (for Clearing & Grubbing) | P.Sft | 36972 | 0.406 | 15010.632 | |
| 1450 | 3/47. | Cutting and removing trees within a distance of 100 ft. (30 m) | |||||
| 1451 | upto 2½ ft. (760 mm) girth. | Each | 20 | 2426.15 | 48523 | ||
| 1452 | above 2½ ft. to 6 ft. (760 to 1800 mm) girth. | Each | 10 | 4720.3 | 47203 | ||
| 1453 | 3,/ 48 | Uprooting stump and removing within 100 ft. (30 m) from 2 ft. to 6 ft. (600 to 1800 mm) girth. | Each | 30 | 3045.25 | 91357.5 | |
| 1454 | 3/25. | Compaction of earthwork with power road roller, including ploughing, mixing, moistening earth to optimum moisture content in layers, etc. complete: (For N.G.C) | |||||
| 1455 | i | 95% to 100% maximum modified AASHO dry density. | P.Cft | 911.25 | 1.7 | 1549.125 | |
| 1456 | ii | 90% maximum modified AASHO dry density. | P.Cft | 5163.75 | 1.43 | 7384.1625 | |
| 1457 | 3/5. | Earthowrk in ordinary soil for embankments lead upto 100 ft. (30 m), including ploughing and mixing with blade grade or disc harrow or other suitable equipment, and compaction by mechanical means at optimum moisture content and dressing to designed section, complete in all respects:- | |||||
| 1458 | i) 95% to 100% maximum modified AASHO dry density. | P.Cft | 243000 | 9.73 | 2364390 | ||
| 1459 | 18/03-aii | Providing and laying Sub-base Course of stone product of approved quality and grade, including placing, mixing, spreading and compaction of Sub-base Material to required depth, grade to achieve 100% maximum modified AASHO dry density, icluding carriage of all materials lead 30 km. | P.Cft. | 13257 | 138.26 | 1832912.82 | |
| 1460 | **BILL NO. 3 : ANCILLARY WORKS** | ||||||
| 1461 | 6/53 b ii | Providing and fixing precast Edge Kerb Stone (4"to 6" thick), of 3500 PSI Compressive Strength, embeded in PCC 1:2:4 over lean concrete 1:4:8 etc complete in all respect. B) With Painting (iii) (300x150x450mm high) | P.Rft | 330 | 687.15 | 226759.5 | |
| 1462 | 10/43-c | Providing and laying Tuff pavers, having 7000 PSI, crushing strength of approved Manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope . complete in all respect.(50% Grey / 50% Coloured) 80-mm thick | Sft | 37271.52 | 248.85 | 9275017.752 | |
| 1463 | 23/14-a | Providing, laying, cutting, jointing, testing and disinfecting PVC/ uPVC pipe line with working pressure pipe, in trenches, including specials (PS-3051=BS-3505), complete in all 'respects:- a) Class-B (6 bar | |||||
| 1464 | b) 4" i/d (100 mm) | Rft | 400 | 489.5 | 195800 | ||
| 1465 | d) 6" i/d (150 mm) | Rft | 520 | 948.25 | 493090 | ||
| 1466 | 21/6 | Constructing standard gully grating chamber, 3'x2½' (900x750 mm), with chinaware trap as per PHED Drawing STD/PD No. 3 of 1977, complete in all respects. | Each | 35 | 21200.8 | 742028 | |
| 1467 | **BOUNDARY WALL & MAIN GATE** | ||||||
| 1468 | **EARTHWORK (EXCAVATION & EMBANKMENT)** | ||||||
| 1469 | 3/21 1ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil. | |||||
| 1470 | Boundary Wall Footing | Cft | 10.73 | 25882.5 | 277719.225 | ||
| 1471 | 3/15 i | Filling, watering and ramming earth under floors:-i) with surplus earth from foundation, etc. | Cft | 8.16 | 855.1 | 6977.616 | |
| 1472 | **CONCRETE** | ||||||
| 1473 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8 | Cft | 38825.018153846 | 18.49 | 717874.58566462 | |
| 1474 | 6/5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate) :(f) Ratio 1: 2: 4 | Cft | 51000.424 | |||
| 1475 | 6/9 b-v-ii | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) v) 3000 PSI (ii) More Than 9" Thick Lead upto 45 km | Cft | 623.53724 | 9787.5 | 6102870.7365 | |
| 1476 | 6/9 a-v | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. a) 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:- (v) 3000 PSI Lead upto 45 km | Cft | 736.06 | 1618.97 | 1191659.0582 | |
| 1477 | 6/9 c-vi | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, transportation by transit mixer, in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, but excluding the cost of Admixture and hydraulic pump, as approved and directed by the Engineer Incharge. (c) Substructure (Foundations, Pile Cap, Raft, Strip and Footing Beams) (vi) 3000 PSI Lead upto 45 km | Cft | 591.41 | 7432.5 | 4395654.825 | |
| 1478 | 6/12c | 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 bar (Grade-60) | Kg | 284.79 | 75355.88 | 21460601.0652 | |
| 1479 | 6/36-a | Providing and fixing theremopore (foamed polythene) sheet in horizontal and vertical expansion joints:. a) 1" (25 mm) thick thermopore sheet | Sft | 29.9 | 151.2 | 4520.88 | |
| 1480 | **BRICK WORK** | ||||||
| 1481 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | Cft | 439.53 | 4410 | 1938327.3 | |
| 1482 | **SURFACE RENDERING** | ||||||
| 1483 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | Sft | 65.85 | 127.92 | 8423.532 | |
| 1484 | 11/39. | Preparing surface and applying Graffiato Weather Coating ( Co-polymer emulsion) of approved colour & shade with weather resistant pigment, highly water repellant with Metalic Spatula having top class finish by smoothing with a plastic Spatula, on a base coat (Primer) over well cleaned plastered surface complete in all respect as approved and directed by the Engineer Incharge. | Sft | 86.45 | 12792 | 1105868.4 | |
| 1485 | 25/9. | Small iron work, such as gusset plates, knees, bends, stirrups, straps, rings, etc. including cutting, drilling, riveting, handling, assembling and fixing; but excluding erection in position. | Kg | 483.66 | 576 | 278588.16 | |
| 1486 | 25/11. | Erection and fitting in position iron trusses, staging of water tanks, etc. | Kg | 20.43 | 576 | 11767.68 | |
| 1487 | 13/5 d | Painting new surface:- Preparing surface and painting guard bars, gates of iron bars, gratings, railing (including standards, braces, etc.) and in similar open work:- i) priming coat. | Sft | 12.74 | 768 | 9784.32 | |
| 1488 | ii) each subsequent coat of paint. 3 coat | Sft | 25.5 | 768 | 19584 | ||
| 1489 | **MISCELLANEOUS** | ||||||
| 1490 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | Sft | 12.7 | 13485 | 171259.5 | |
| 1491 | 25/71 | Providing and fixing barbed wire fencing on compound wall, consisting of 1½"x1½"x3/16" (40x40x5mm) angle iron post 3' (900 mm) long, 4' (1200 mm) apart embedded in cement concrete 1:4:8 base of size 6"x6"x9" (150x150x225 mm) and 4 rows of barbed wire, including binding wire, painting posts, etc. complete in all respects | Sft | 376.66 | 970 | 365360.2 | |
| 1492 | **OVER HEAD WATER TANK 15,000 GALLON** | ||||||
| 1493 | **CIVIL WORK** | ||||||
| 1494 | Civil Works | ||||||
| 1495 | Excavation | ||||||
| 1496 | 3/21/b-ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) | |||||
| 1497 | By Excavator | ||||||
| 1498 | in ordinary soil. | Cft | 5297.25 | 10.73 | 56839.4925 | ||
| 1499 | b) Lift from 5ft (1.5m) to 15 ft (4.5 m):- | ||||||
| 1500 | ii) Ordinary soil | Cft | 3472.875 | 13.01 | 45182.10375 | ||
| 1501 | Anti Termite | ||||||
| 1502 | 26/43 | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspension concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250) = 540 Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect as approved by the Engineer Incharge. | P.Sft | 1874.25 | 12.7 | 23802.975 | |
| 1503 | 3/15 | Filling, watering and ramming earth under floors:- | |||||
| 1504 | i) with surplus earth from foundation, etc. | Cft | 5262.08 | 8.15 | 42885.952 | ||
| 1505 | Cement Concrete | ||||||
| 1506 | 6/5/i+1/1 | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): | |||||
| 1507 | (i) Ratio 1: 4: 8 | Cft | 137 | 388.22 | 53186.14 | ||
| 1508 | Brick work in Foundation | ||||||
| 1509 | 7/4/i | Pacca brick work in foundation and plinth in:- | |||||
| 1510 | Cement, sand mortar:- Ratio 1:5 | Cft | 766.5 | 398.96 | 305802.84 | ||
| 1511 | Brick work in Ground Floor | ||||||
| 1512 | 7/5/i | Pacca brick work in ground floor:- | |||||
| 1513 | Cement, sand mortar:- Ratio 1:4 | Cft | 661.5 | 421.81 | 279027.315 | ||
| 1514 | Plaster Work | ||||||
| 1515 | 11/9/b | Cement plaster 1:4 upto 20' (6.00 m) height:- | |||||
| 1516 | b) ½" (13 mm) thick | Sft | 630 | 49.23 | 31014.9 | ||
| 1517 | 11/9/c | Cement plaster 1:4 upto 20' (6.00 m) height:- | |||||
| 1518 | c) ¾" (20 mm) thick | Sft | 14.44 | 65.85 | 950.874 | ||
| 1519 | 11/12/b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. | |||||
| 1520 | b) 1:3 | Sft | 324 | 56.24 | 18221.76 | ||
| 1521 | 13/31 | Preparing surface and painting with emulsion paint:- | |||||
| 1522 | a) first coat | Sft | 1836 | 17.6 | 32313.6 | ||
| 1523 | b) 2nd and each subsequent coat | Sft | 3672 | 13.61 | 49975.92 | ||
| 1524 | Concrete Work | ||||||
| 1525 | 6/9+1/1 | Placing, compacting, finishing and curing of concrete using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; including screening, washing of aggregates and mixing of constituents using batching plant, Transportation by transit mixer, pouring with pump in the required proportions to achieve a nominal cylindrical strength in the field as per ACI 214, with the specified consistency. i/c the cost of shuttering, compaction with Viberator, excluding the cost of Admixture, as approved and directed by the Engineer Incharge. | |||||
| 1526 | ( c) Substructure (Foundations, Raft, Strip and Footing Beams) | ||||||
| 1527 | (iv) 4000 PSI | P.Cft | 1568 | 690.06282 | 1082018.50176 | ||
| 1528 | (a) 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:- | ||||||
| 1529 | (iv) 4000 PSI | P.Cft | 4009.68 | 834.71282 | 3346931.3000976 | ||
| 1530 | (b) Retaining/ Shear walls laid in situ or precast laid in position, or prestressed members cast ( Formwork on both sides) | ||||||
| 1531 | iv) 4000 PSI (ii) More Than 9" Thick | P.Cft | 799.5 | 720.81282 | 576289.84959 | ||
| 1532 | 6/16 | Extra labour for laying concrete plain or reinforced: | |||||
| 1533 | (a) above 30' (6 m) upto 40'(12 m) height | Cft | 8.3625 | 64.96 | 543.228 | ||
| 1534 | b) Above 40' upto 50' height | Cft | 4.7145 | 105.56 | 497.66262 | ||
| 1535 | c) Above 50' upto 60' height | Cft | 4.186875 | 146.16 | 611.95365 | ||
| 1536 | d) Above 60' upto 70' height | Cft | 10.414875 | 186.76 | 1945.082055 | ||
| 1537 | e) Above 70' upto 80' height | Cft | 2.01705 | 227.36 | 458.596488 | ||
| 1538 | Crush Stone Carriage | ||||||
| 1539 | Admixture | ||||||
| 1540 | 6/56 | Providing and mixing super plasticizer (water reducing admixture) as defined in ASTM C-94 in order to achieve the required consistancy / workablility measured by the slump or to acheives pecified strenth in the ratio as proposed by the designer in the concrete mix design etc.complete in all respect as appprved and directed by Engineer incharge. | P.Gln | 624.7 | 839.5 | 524435.65 | |
| 1541 | Steel Work. | ||||||
| 1542 | 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):- | |||||
| 1543 | Deformed bars (Grade-60) | Kg | 33477.448587795 | 284.79 | 9534042.5833181 | ||
| 1544 | PVC Water Stopper | ||||||
| 1545 | 6/32 | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. | |||||
| 1546 | i) 10"wide 6 mm thick | Rft | 80 | 426 | 34080 | ||
| 1547 | Sand Filling | ||||||
| 1548 | 10/3 | Supplying and filling sand under floor; or plugging in wells. | Cft | 327.4425 | 41.56 | 13608.5103 | |
| 1549 | Brick ballast | ||||||
| 1550 | 6/2 | Dry rammed brick or stone ballast, 1½" to 2"( 40 mm to 50 mm) gauge. | Cft | 242.88 | 140.76 | 34187.7888 | |
| 1551 | 10/16 | Providing and laying topping of cement concrete 1:2:4, including surface finishing and dividing in panels:- | |||||
| 1552 | (c) 1½"(40 mm) thick | Sft | 736 | 100.31 | 73828.16 | ||
| 1553 | 10/10 | Brick on edge flooring, laid in 1:6 cement mortar, over a bed of ¾" (20 mm) thick cement mortar 1:6. | sft | 560 | 189.73 | 106248.8 | |
| 1554 | Khurras | ||||||
| 1555 | 9/15 | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 1 | 1228.55 | 1228.55 | |
| 1556 | 9/20-a | Cast iron rain water downpipe fixed in position, excluding heads and shoes, but including painting and clamps, etc:- | |||||
| 1557 | a) 4" dia (100 mm) cast iron down pipe. | P.Rft | 80 | 505.3 | 40424 | ||
| 1558 | 9/21 | Rain water down pipe cast iron head fixed in place, including cost of clamp holdfast and painting | Each | 4 | 1451.3 | 5805.2 | |
| 1559 | 9/22 | Shoes, bends or offsets for cast iron rain water down pipe, including fixing and painting. | Each | 4 | 720.1 | 2880.4 | |
| 1560 | Angle Iron Step | ||||||
| 1561 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 10 | 661.35 | 6613.5 | |
| 1562 | Railing | ||||||
| 1563 | 25/36 | Providing and fixing stair railing of 2½" (63 mm) i/d G.I. pipe, welded with 5/8"x5/8" (16x16 mm) square M.S. bars 2'-9" (838 mm) high, fixed in each step, complete in all respects, including painting, polishing three coats. | Rft | 225 | 2172.35 | 488778.75 | |
| 1564 | 25/35 | Providing and fixing terrace railing of 2" (50 mm) i/d conduit pipe 16 SWG, welded with 5/8"x5/8" (16x16 mm) square bar 2.75 ft. (838 mm) high fixed at 5" (125 mm) centre to centre, in reinforced cement concrete slab with suitable arrangement, complete in all respects, as per design and drawing. | Rft | 220 | 1823.15 | 401093 | |
| 1565 | G.I Pipe | ||||||
| 1566 | 23/19 | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipe line in trenches, with flanged joints, using G.I. pipe of B.S.S. 1387-1967 complete in all respects, including specials and valves:- | |||||
| 1567 | i) G.I. flanged joints (Heavy Quality) | ||||||
| 1568 | f) 6" i/d (150 mm) | Rft | 300 | 3046.45 | 913935 | ||
| 1569 | Gate Valves | ||||||
| 1570 | 23/42 | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) i/c the cost of all accessories flanges, nut/ bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 1571 | (b) Flange Ended Ductile Iron Valve | ||||||
| 1572 | (ix) 6" dia | Each | 3 | 49893.6 | 149680.8 | ||
| 1573 | Cover | ||||||
| 1574 | 19/40 | Supply and fitting of cast iron manhole cover square / circular with frame, etc. complete. iii) 60 cm (24") | Each | 2 | 6089.85 | 12179.7 | |
| 1575 | 10/4 | Providing, laying, watering and ramming stone ballast 1½" to 2"(40 mm to 50 mm) gauge mixed with 30% sand, for floor foundation, including compaction complete in all respects. | Cft | 5953.5 | 146.29 | 870937.515 | |
| 1576 | Terrazzo /Mosaic water Proofing | ||||||
| 1577 | 11/42 | Providing and laying ½" thick washed Terrazzo on walls in required colour & shade with one part of cement and marble powder 3:1 and two parts of marble chips, using white cement with additives laid over preplastered surface i/c cost of all types of labour, scaffolding, applying at any height in any floor over well cleaned plastered surface i/c preparation and cleaning the surface, complete in all respect, as per specifications, as approved and directed by the Engineer Incharge. | Sft | 1040 | 143.2 | 148928 | |
| 1578 | Level Indicator | ||||||
| 1579 | N.S | Providing and installing of Level Indicator complete with Steel pully, Steel Wire, Gauge Unit including all accessories such as G.I. Pipe, level indicator needle & anchoring arrangement with Float, jointing material as per drawing and/or directed by the Engineer complete in all respect | Each | 1 | 25000 | 25000 | |
| 1580 | Air Vent | ||||||
| 1581 | N-S | Providing and fixing 4 " dia air vent on roof of over head tank. | Each | 1 | 10000 | 10000 | |
| 1582 | N.S | Level indicator Transmitter (Ultrasonic) - Origin: Europe / USA / German or Equivalent - Ultrasonic working principle - Display of measured value in level, distance (cm, m, inch or feet) or volume (liters, m3 , imp, gallons) - 4-20 mA, 0-20 mA or 0-10V analog output options - Single line 5 digit LCD display and 4 sealed keypads for configuration - 100 mA max. @24 VDC / 150 mA max. @16 VDC - 500 Ω | Each | 1 | 145000 | 145000 | |
| 1583 | Drilling, Boring & Installation of 0.5 cusec Capacity Pump | ||||||
| 1584 | 23-2-a i | Direct Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- a) from ground level to 250 ft. (75 m) below ground level:- i) 15" to 18" (375 to 450 mm) i/d | |||||
| 1585 | Rft of bore | 250 | 883.05 | 220762.5 | |||
| 1586 | 23-2-b i | Direct Rotary/Reverse Rotary drilling of bore for tubewells, in all types of soil except shingle, gravel and rock:- b) exceeding 250 ft. (75 m) depth below ground level:- i) 15" to 18" (375 to 450 mm) i/d | |||||
| 1587 | Rft of bore | 350 | 970.05 | 339517.5 | |||
| 1588 | 6-5-f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 , i/c Lead upto 45 km | |||||
| 1589 | P.Cft | 16 | 510.00724 | 8160.11584 | |||
| 1590 | 23-11-vi a | Providing and installing P.V.C. Bail/End plug, in tubewell bore hole:-10" i/d (300 mm)B.S.S. Class `B' | |||||
| 1591 | Each | 1 | 782.35 | 782.35 | |||
| 1592 | 23-10-vi | Providing and installing Fiberglass reinforced polypropelene (FRP) strainer of specifid wall thickness having slot size of 0.9 mm to 1.00 mm in Tubewell borehole i/c the cost of male/female coupling with Nylone Strip,studs complete in all respect as approved and directed by the Engineer Incharge. vi) 10" inch dia (6.35 mm thickness) | |||||
| 1593 | Per Rft | 70 | 3916.8 | 274176 | |||
| 1594 | 23-12-j | Providing and installing M.S. blind pipe socketed/welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc. complete:- j) 12" i/d, ¼" (300 mm i/d 6 mm) thick | |||||
| 1595 | Per Rft | 530 | 6145.05 | 3256876.5 | |||
| 1596 | 23/33-a 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. (Internal/External Diameters mentioned). PN-16 pipe (For Tap) 1") 32 mm | |||||
| 1597 | Per Rft | 35 | 126.1 | 4413.5 | |||
| 1598 | 23/16 i | Testing and developing of tubewell of size 6" (150 mm) i/d and above continuously upto 1.5 cs. Discharge | |||||
| 1599 | Per Hour | 72 | 2681.3 | 193053.6 | |||
| 1600 | 23/17. | Shrouding with graded pea gravel 3/8" to 1/8" (10 to 3 mm), around tubewell in bore hole. | P.Cft | 519.4 | 189.3 | 98322.42 | |
| 1601 | 25/10. | Fabrication of heavy steel 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 excluding erection in position. (For Supply & installation of 1/2" i/d thick M.S Cap for 12" housing pipe) | |||||
| 1602 | P.Kg | 45 | 353.34 | 15900.3 | |||
| 1603 | 25/11. | Erection and fitting in position iron trusses, staging of water tanks, etc. | |||||
| 1604 | P.Kg | 45 | 20.42 | 918.9 | |||
| 1605 | 23/4. | Providing strong substantially built box of deodar wood 4'x2½'x9" (1200x750x225 mm), with compartments, lock and locking arrangement, for preserving samples of strata from bore hole. | Job for complete bore | 1 | 43572.85 | 43572.85 | |
| 1606 | 23/37-ii. | Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). Double | |||||
| 1607 | Each | 1 | 14405.2 | 14405.2 | |||
| 1608 | 23/42-b. | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia | |||||
| 1609 | Each | 1 | 140805 | 140805 | |||
| 1610 | 23/44-b | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. (b) Flange Ended Ductile Iron Valve. (xiv) 12" dia | |||||
| 1611 | Each | 1 | 69711.6 | 69711.6 | |||
| 1612 | N.S | Taking of water samples (2 bottles each) at the end of the pumping test. Full chemical and bacteriological analysis, of water samples according to Pakistani standard. | |||||
| 1613 | Each | 3 | 8000 | 24000 | |||
| 1614 | RA-06 | For Water Supply Bore Pump: Providing, fixing,, testing and Commissioning of 0.5 cusec and 950ft head, Submersible bore hole pump with 30 HP, pump motor set, setting 470 ft (4” Column Pipe), SD Cable, 4” top set, Erection Clamps, Reducer, NRV & Sluice Valves, pressure gauge with siphon, Joints along with Motor Control Unit (MCU), complete in all respects at site. (including all applicable taxes). | |||||
| 1615 | Each | 1 | 5239200 | 5239200 | |||
| 1616 | N.S | Carrying out Electrical Resistivity Survey from firms / agencies (approved by the Engineer), including, providing all required materials, tools, instruments and equipments complete with accessories to carry out the tests, with all necessary staff, labour, transport including report of ERS indicating the detail of strata's and assessment of water quality and quantity complete as per specifications, condition of contract and approval of the Engineer. | |||||
| 1617 | Job | 1 | 125000 | 125000 | |||
| 1618 | N.S | Providing sanitary seal in annular space between borehole and casing for reverse rotary tube well by pressure grouting / tremie pipe using neat cement slurry or cement–bentonite slurry for a minimum depth of 15 feet below ground level, to prevent ingress of surface contaminated water, complete as per specifications and directions of the Engineer-in-Charge. (Analysis Attached) | |||||
| 1619 | Rft | 15 | 1511.0065643544 | 22665.098465315 | |||
| 1620 | **TUBEWELL ROOM** | ||||||
| 1621 | **CONSTRUCTION OF TUBEWELL ROOM** | ||||||
| 1622 | **CIVIL WORKS** | ||||||
| 1623 | 3/21 1ii | Excavation in foundation of building, bridges and other structures, including dagbelling, dressing, refilling around structure with excavated earth, watering and ramming lead upto one chain (30 m) and lift upto 5 ft. (1.5 m) 1) By Manual. ii) in ordinary soil. | P.Cft | 254.93 | 17.08 | 4354.2044 | |
| 1624 | 3/15 ii | Filling, watering and ramming earth under floors: ii) with new earth excavated from outside, lead upto (30m). | P.Cft | 127.5 | 32.0498 | 4086.3495 | |
| 1625 | 6/5 i | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (i) Ratio 1: 4: 8, i/c Lead upto 45 km | P.Cft | 138.8325 | 388.22 | 53897.55315 | |
| 1626 | 6/5 h | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (h) Ratio 1: 3: 6, i/c Lead upto 390 km | P.Cft | 82.98 | 439.789102 | 36493.69968396 | |
| 1627 | 6/6 ai2 | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.):- (a) (i) 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:- (2) Type B (nominal mix 1: 1½: 3). i/c Lead upto 30 km | P.Cft | 137.1706 | 861.31282 | 118146.79630709 | |
| 1628 | 7/4 i | Pacca brick work in foundation and plinth in:- i) Cement, sand mortar:- Ratio 1:5 | cft | 546.41 | 398.96 | 217995.7336 | |
| 1629 | 7/5 i | Pacca brick work in ground floor:- i) cement, sand mortar:- Ratio 1:4 | cft | 421.875 | 421.81 | 177951.09375 | |
| 1630 | 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):- | P.Kg | 411.5118 | 284.79 | 117194.445522 | |
| 1631 | 6/37a(ii) | Providing and laying damp proof course of 1: 2: 4 (using cement, sand and shingle), including bitumen coating :- (a) with one coat of bitumen and one coat of polythene sheet 500 gauge :- ii) 2" thick (50 mm) | sft | 76.5 | 138.52 | 10596.78 | |
| 1632 | 6/39 a(i)b | Providing and laying vertical damp proof course with cement sand plaster and bitumen coating:- (a) with one coat of bitumen and one coat of polythene sheet. 500 gauge: 3/4" Thick i) Ratio 1: 4 b) ¾" thick (20 mm) | sft | 102 | 85.99 | 8770.98 | |
| 1633 | 11/9 b | Cement plaster 1:4 upto 20' (6.00 m) height:- b) ½" (13 mm) thick | sft | 51.231412639405 | 49.23 | 2522.1224442379 | |
| 1634 | 11/9 c | Cement plaster 1:4 upto 20' (6.00 m) height:- c) ¾" (20 mm) thick | sft | 75.487918215613 | 65.85 | 4970.8794144981 | |
| 1635 | 11/12 b | Cement plaster 3/8" (10 mm) thick under soffit of R.C.C. roof slabs only, upto 20' height. b) 1:3 | sft | 18.726765799257 | 56.24 | 1053.1933085502 | |
| 1636 | 9/35 ii | Providing and laying roof insulation, comprising of single layer of tiles 9"x4½"x1½" (225x113x40 mm) grouted with cement sand mortar 1:3 laid over 2" (50 mm) thick earth (including mud plaster) over thermopore sheet, over polythene sheet 300 gauge over a layer of bitumen, complete in all respects:- ii) Thermopore sheet ¾ " (20 mm) thick | sft | 14.521375464684 | 191.08 | 2774.7444237918 | |
| 1637 | 9/15. | Khuras on roof 2'x2'x6" (600 x 600 x 150 mm) | Each | 1 | 1228.55 | 1228.55 | |
| 1638 | 19/47 v | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized polyvinyl Chloride ) Nikasi/ waste pipe make of dadex /Popular/Beta/BBJ plain /socket ended conforming to code EN-1329 of specified SDR (Standard Dimension Ratio) including the cost of specials and Solvents complete in all respect as approved and directed by the Engineer Incharge. (b) Type (SDR 32.5/SN-8) (v)4"(110 mm) | rft | 14 | 254.3 | 3560.2 | |
| 1639 | 10/22 a | 1½"(40 mm) thick mosaic flooring, consisting of ½ "(13 mm) mosaic topping of one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over 1"(25 mm) thick floor of 1:2:4 cement concrete, including rubbing and polishing complete with finishing :- (a) using grey cement | sft | 13.382899628253 | 312.42 | 4181.0855018587 | |
| 1640 | 10/35 bii | Mosaic dado or skirting with one part of cement and marble powder in the ratio of 3:1 and two parts of marble chips, laid over ½"(13 mm) thick cement plaster 1:3, including rubbing and polishing, complete with finishing. (a) using grey cement: ii) ½"(13 mm) thick | sft | 2.2304832713755 | 210.12 | 468.66914498141 | |
| 1641 | 12/5 biii | 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. (iii) 1-1/2" thick (40 mm) | sft | 2.2769516728625 | 3287.65 | 7485.8201672862 | |
| 1642 | 12/16. | Providing and fixing M.S. sheet hollow pressed frame of doors, windows, C. windows, etc. (chowkat only) of 20 SWG welded with M.S. flat 6"x 1¼" x 1/8" (150 mmx30mmx3mm) M.S. holdfast 9"x1"x1/8" (225mmx25mmx3mm) welded/screwed 4" (100 mm) long iron hinges, including filling chowkat with cement sand mortar 1:8 and embedding holdfast in cement concrete 1:2:4, complete in all respects | rft | 7.4695121951219 | 527.55 | 3940.5411585366 | |
| 1643 | 25/51. | 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 1.6mm thickness including 5 mm thick imported tinted glass with rubber gasket using approved standard latches, hardware etc., as approved by the Engineer in-charge. | sft | 2.3234200743494 | 1322.5 | 3072.7230483271 | |
| 1644 | 25/52. | Providing and fixing Aluminum Fly screen comprising of Fiber/Aluminum wire guaze (Malasian) fixed in aluminum frame of approved manufacturer/powder coated of size1-1/2"x1/2" and 1.6 mm thick with rubber gasket i/c cost of Hard wares as approved and directed by the engineer incharge. complete in all respect. | sft | 1.1617100371747 | 538.3 | 625.34851301115 | |
| 1645 | 25/58. | Providing and fixing M.S. grill fabricated with MS Square polished Vertical/horizontal Bars of specified size @ 4" c/c ' passed through punched holes in MS Patti of 1-1/4"x1/8" i/c the cost of 1-1/4"x1/8'' MS patti for Frame of windows and painting 3 coat complete in all respect as approved and directed by the Engineer Incharge. (ii) 1/2" Square Bars | sft | 2.3234200743494 | 1178.65 | 2738.499070632 | |
| 1646 | 12/64. | Providing and fixing Imported Mortice Lever Handle Lock with back plate (Machine, Cylinders, Lever Handles (Pair) and backplate (Pair)) of approved quality, design & finish, including the cost of all accessories to complete the job as shown on drawing and as per specification, complete in all respect, as approved and directed by the Engineer Incharge. | Each | 1 | 4569.55 | 4569.55 | |
| 1647 | 12/35 c | Providing and fixing door stops of 1½" (40 mm) dia rubber block. | Each | 1 | 180.5 | 180.5 | |
| 1648 | 11/23+24 i+ii | Priming coat of chalk under distemper… | sft | 69.958178438662 | 23.37 | 1634.9226301115 | |
| 1649 | 11/18 b | Cement pointing struck joints, on walls, upto 20' (6.00 m) hiehgt:- b) ratio 1:3 | sft | 75.487918215613 | 50.89 | 3841.5801579926 | |
| 1650 | 26/43. | Spraying termite proofing by using liquid FMC/ Biflex/ Terminex Exin/ Ms Hextar or equivalent @ specified suspensi on concenterate (SC), Mixing Ability-HEXTAR with Ratio (1:250)= 540Sft or equivalent approved liquid applying with shower and certificate will be provided by the contractor for 10-years complete in all respect. asapproved by the Engineer Incharge. | sft | 34.711895910781 | 12.7 | 440.84107806691 | |
| 1651 | 23/52. | Providing and fixing Chain Pulley Block of 5 ton capacity with 5 meter length of chain, as per required specifications complete in all respect and as approved by the Engineer Incharge. | Each | 1 | 53030 | 53030 | |
| 1652 | 25/10+11 | Fabrication of heavy steel 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 excluding erection in position. Erection and fitting in position iron trusses, staging of water tanks, etc. | Kg | 100 | 373.76 | 37376 | |
| 1653 | **WATER DISTRIBUTION NETWORK** | ||||||
| 1654 | **CIVIL WORKS** | ||||||
| 1655 | 3/46. | Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines/electric cables upto 5 ft. (1.5 m) depth from ground level, including backfilling, trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects | |||||
| 1656 | CFt | 3416.886825 | 12.19 | 41651.85039675 | |||
| 1657 | 3/24-b ii | Compaction of earthwork (soft, ordinary or hard soil) :- b) Compaction by rolling with animal driven roller/hand rammed: ii) ordinary soi | |||||
| 1658 | CFt | 3383.949495 | 2.84 | 9610.4165658 | |||
| 1659 | 3/13 a | Rehandling of earthwork (Lead upto a single throw of Kassi, phaorah or shovel) | |||||
| 1660 | CFt | 3416.886825 | 4.06 | 13872.5605095 | |||
| 1661 | 6/ 5 f | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): Ratio 1: 2: 4 (cylindrical strength of concrete 2500 Psi). | |||||
| 1662 | CFt | 40.09335 | 509.99724 | 20447.497842354 | |||
| 1663 | 6/ 5 c | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (c) Ratio 1: 1½: 3 | |||||
| 1664 | CFt | 5.125 | 585.19282 | 2999.1132025 | |||
| 1665 | 6/6 (a i 2b) | Providing and laying reinforced cement concrete (including prestressed concrete), using Ordinary Portland Cement / Sulphate resisting cement / Slag cement as may be required; coarse sand and screened graded and washed aggregate, in required shape and design, including forms, moulds, shuttering, lifting, compacting, curing, rendering and finishing exposed surface, complete (but excluding the cost of steel reinforcement, its fabrication and placing in position, etc.): (a) (i) 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:- (2) Type B (nominal mix 1: 1½: 3). | |||||
| 1666 | CFt | 21.380705977536 | 861.31282 | 18415.476159102 | |||
| 1667 | 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 bar (b) Deformed bars (ii) (Grade-60) | |||||
| 1668 | P.Kg | 42.761411955072 | 284.79 | 12178.022510685 | |||
| 1669 | 23/30b | Providing, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100) working presure pipe, Beta/ Dadex/ Popular/ IIL or approved equivalent manufacturer, including the cost of specials, in trenches, as approved & directed by the engineer incharge, complete in all respects. b) PN-8 (SDR-21) | |||||
| 1670 | 50 mm | RFt | 200 | 93.5 | 18700 | ||
| 1671 | 75 mm | RFt | 200 | 199.95 | 39990 | ||
| 1672 | 23/37 ii | Providing and fixing, air valve 2½ (65mm) dia of B.S.S. quality and weight (complete with jointing material). (Double acting) | |||||
| 1673 | No | 1 | 14405.2 | 14405.2 | |||
| 1674 | 23/44 b | Providing and fixing heavy duty Check valve of specified diameter and material for pressure rating PN-16 made of Crane (USA), Hatersly (UK) or Scon (Pakistan) or approved equivalent manufacturer i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. b) Flange Ended Ductile Iron Valve | |||||
| 1675 | 4" dia | Each | 1 | 13346.4 | 13346.4 | ||
| 1676 | 23/42 b | Providing and fixing heavy duty Gate valve of specified diameter and material for pressure rating PN-16 mde of Crane (USA), Hatersly (UK), Scon (Pakistan) or approved equivalent manufacturer, i/c the cost of all accessories flanges,nut/bolt and gaskit where required complete in all respect as approved and directed by the Engineer Incharge. Flange Ended Ductile Iron Valve | |||||
| 1677 | 4" dia | Each | 1 | 30780 | 30780 | ||
| 1678 | 6/5 a | Cement concrete plain including placing, compacting, finishing and curing complete (including screening and washing of stone aggregate): (a) Ratio 1: 1:2 i/c | |||||
| 1679 | CFt | 40 | 697.81 | 27912.4 | |||
| 1680 | 7/7 i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | |||||
| 1681 | CFt | 223.171875 | 439.53 | 98090.73421875 | |||
| 1682 | 11/08/ b | Cement plaster 1:3 upto 20' (6.00 m) height:-½" (13 mm) thick | |||||
| 1683 | SFt | 203.76 | 51.58 | 10509.9408 | |||
| 1684 | 21/13. | Providing and fixing 3" (75 mm) thick R.C.C. manhole cover, 22" (550 mm) dia, with tee shaped C.I. frame of 20" (500 mm) clear i/d (frame weighing 37.324 Kg. or one maund) as per Standard Drawing STD/PD No. 5, of 1977, complete in all respects. | |||||
| 1685 | Each | 3 | 20715.65 | 62146.95 | |||
| 1686 | 23/61 | Supply, installation, testing, and commissioning of Garden / fire Hydrants made by Haseen Habib / Teepu Engineering or approved equvilent manufacturer, according to B.S.S. 750 standard double delivery type having 4" dia barrel with 2 Nos. 2-1/2" valve including the cost of jointing material with all fittings and accessories complete in all respect as approved by the Engineer Incharge | |||||
| 1687 | Each | 4 | 59750.15 | 239000.6 | |||
| 1688 | **SEWERAGE SYSTEM** | ||||||
| 1689 | **SEPTIC TANK** | ||||||
| 1690 | **CIVIL WORKS** | ||||||
| 1691 | 3/43 2aii | Earth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means a) 0 ft. to 7.0 ft. (0 to 2.10 m) depth ii) Ordinary soil | |||||
| 1692 | Cft | 315.6945 | 9.75 | 3078.021375 | |||
| 1693 | 3/43 2bii | Earth work excavation in open cutting for water supply lines, sewers and manholes including backfilling, shuttering of wooden vertical planks, struts and beams, dressing to correct section and dimension according to templates and levels and removing surface water i/c back filling in all types of soil except shingle, gravel and rock, complete in all respect. 2) By Mechanical Means b) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth ii) Ordinary soil | |||||
| 1694 | Cft | 299.909775 | 12.59 | 3775.86406725 | |||
| 1695 | 6/ 3 -b | Cement concrete brick or stone ballast 1½ " to 2" (40 mm to 50 mm) gauge, in foundation and plinth:- Ratio 1: 4: 8 | |||||
| 1696 | Cft | 15.784725 | 359.74 | 5678.3969715 | |||
| 1697 | 6/6 a | Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):- | |||||
| 1698 | (a) 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:- (3) Type C (nominal mix 1: 2: 4) | Cft | 47.557025064 | 786.93724 | 37424.394046475 | ||
| 1699 | 6/6 (b-3i) | (3) Type C (nominal mix 1: 2: 4)(b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects: | Cft | 136.63555 | 758.93724 | 103697.80720288 | |
| 1700 | 6/6 (c-3) | (c) Reinforced cement concrete in Pile cap, slab of rafts / stripfoundation, base slab of column and retaining walls; etc and footing beams, other structural members other than those mentioned in 6(a-d) above not requiring form work (i.e. horizontal shuttering) complete in all respects:- | Cft | 23.73945 | 634.18724 | 15055.256274618 | |
| 1701 | 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 deformed bar (b) Deformed bars ii-(Grade-60) | Kgs | 831.728100256 | 284.79 | 236867.84567191 | |
| 1702 | 6/32 (ii) | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. ii) 10 mm thick | P Rft | 30 | 816 | 24480 | |
| 1703 | 1.5 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | set | 2 | 24427.75 | 48855.5 | |
| 1704 | 1.9090909090909 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 12 | 661.35 | 7936.2 | |
| 1705 | 19/47 (vii) | Providing, fixing, testing and commissioning of µ-PVC(Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular/ Beta or approved equivalent manufacturer, plain / Bell Ended /Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the costof specials and Solvents complete in all respects, as per drawings &specifications and / or as approved and directed by the EngineerIncharge. (vii) 200 mm | P Rft | 20 | 525.65 | 10513 | |
| 1706 | **SEWERAGE SYSTEM** | ||||||
| 1707 | **SOAKAGE PIT** | ||||||
| 1708 | 22/1 (a) | Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :- | |||||
| 1709 | i) from 0' to 5' (o to 1.5 m) depth | Cft | 565.2 | 12.06 | 6816.312 | ||
| 1710 | ii) from 5.1' to 10' (1.5 to 3.0 metre) depth | Cft | 565.2 | 12.603 | 7123.2156 | ||
| 1711 | 22/2 (a) | Dry sinking of well, including loading, and removingexcavated material within one chain (30 m):- a) in ordinary soil :- | |||||
| 1712 | i) from 10' to 15'(3.0 to 4.5 m) depth | Cft | 565.2 | 64.96 | 36715.392 | ||
| 1713 | ii) from 15.1' to 20'(4.5 to 6.0 m) depth | Cft | 565.2 | 81.2 | 45894.24 | ||
| 1714 | iii) from 20.1' to 25'(6.0 to 7.5 m) depth | Cft | 565.2 | 97.44 | 55073.088 | ||
| 1715 | iv) from 25.1' to 30'(7.5 to 9.0 m) depth | Cft | 565.2 | 113.68 | 64251.936 | ||
| 1716 | v) from 30.1' to 35'(9.0 to 10.5 m) depth | Cft | 565.2 | 129.93 | 73436.436 | ||
| 1717 | vi) from 35.1' to 40'(10.5 to 12.0 m) depth | Cft | 565.2 | 146.171 | 82615.8492 | ||
| 1718 | vii) from 40.1'to 45'(12.0 to 13.5 m) depth | Cft | 565.2 | 162.412 | 91795.2624 | ||
| 1719 | viii) from 45'(13.5 Sm) to any depth | Cft | 565.2 | 178.654 | 100975.2408 | ||
| 1720 | 6/6 | Providing and laying reinforced cement concrete (includingprestressed concrete), using Ordinary Portland Cement / Sulphateresisting cement / Slag cement as may be required; coarse sand andscreened graded and washed aggregate, in required shape and design,including forms, moulds, shuttering, lifting, compacting,curing, rendering and finishing exposed surface, complete(but excluding the cost of steel reinforcement, its fabricationand placing in position, etc.):- | |||||
| 1721 | b-2(ii) | (b) Reinforced cement concrete in retaining/ Shear walls laid in situ orprecast laid in position, or prestressed members cast in situ (Formwork onboth sides) , complete in all respects: (2) Type B (nominal mix 1:1-1/2:3) (ii) More Than 9" thick (Avg) | Cft | 78.5 | 760.81282 | 59723.80637 | |
| 1722 | 6/6a-ii | (a) Reinforced cement concrete in roof slab, beams,columns lintels, girders and other structural members laid insitu or precast laid in position, or prestressed members castin situ, complete in all respects:- (2) Type B (nominal mix 1: 1½: 3) | Cft | 25.12 | 861.31282 | 21636.1780384 | |
| 1723 | 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):- | Kg | 570.549 | 284.79 | 162486.64971 | |
| 1724 | 7/7-i | Pacca brick work other than building upto 10ft. (3 m) height. i) cement, sand mortar:- Ratio 1:3 | Cft | 1645.189 | 439.53 | 723109.92117 | |
| 1725 | 21/14 | Providing and fixing 6" thick R.C.C. manhole cover with tee shaped C.I. frame of 22" I/d (frame weighing 37.324 Kg. or one maund as per Standard Drawing STD/PD No. 6, of 1977, complete in all respect. | Each | 1 | 24427.75 | 24427.75 | |
| 1726 | 21/11 | Providing and fixing 1¼"x1¼"x3/16" (31x31x5 mm) angle iron step, in manhole chambers, including carriage and setting the same in work to correct lines and levels. | Each | 10 | 661.35 | 6613.5 | |
| 1727 | 19/47-iv | Providing, fixing, testing and commissioning of µ-PVC (Unplasticized Polyvinyl Chloride ) Nikasi/ SWV pipe, Dadex / Popular / Beta or approved equivalent manufacturer, plain / Bell Ended / Z - Joints conforming to BS 4514 / BS 5255 - EN 1329 including the cost of specials and Solvents complete in all respects, as per drawings & specifications and / or as approved and directed by the Engineer Incharge. | |||||
| 1728 | (iv) 82mm | P Rft | 50 | 160.6 | 8030 | ||
| 1729 | **ELECTRIAL ITEM'S** | ||||||
| 1730 | 3-46/P-28 | Excavation of trenches in all kinds of soil, except cutting rock, for watersupply pipelines upto 5 ft. (1.5 m) depth from ground level, including trimming, dressing sides, leveling the beds of trenches to correct grade and cutting pits for joints, etc. complete in all respects. | P/Cum | 100 | 430.65 | 43065 | |
| 1731 | 23-12/P-132 | Providing and installing M.S. blind pipe socketed/ welded joint, M.S. reducer (where necessary), in tubewell bore hole, including jointing/welding with strainer, etc complete:- | |||||
| 1732 | d) 5" i/d, 3/16" (125 mm i/d 5 mm) thick | Per Mtr | 100 | 7459.4 | 745940 | ||
| 1733 | 23-30/P-141 | Providing, laying, cutting, jointing, testing and disinfecting High Density Polyethylene Pipe (HDPE-100)working presure pipe conforming to standard ISO4427, PS3580, Beta/Dadex/Popular/IIL or approved equivalent manufacturer, including the cost of specials, intrenches, as approved & directed by the engineer incharge, complete in all respects. | |||||
| 1734 | e) PN-16 (SDR-11) 2) 32 mm | Per Mtr | 360 | 237 | 85320 | ||
| 1735 | 24-3/P-155 | Supply and erection of PVC pipe for wiring including inspection boxes, pull boxes, hooks, and repairing surface, etc., complete with all specials. | |||||
| 1736 | a) Recessed in walls i/c making jharries | ||||||
| 1737 | ii) 20 mm i/d | Per Mtr | 2500 | 391.5 | 978750 | ||
| 1738 | iii) 25 mm i/d | Per Mtr | 3500 | 455.75 | 1595125 | ||
| 1739 | v) 40 mm i/d | Per Mtr | 312 | 637.55 | 198915.6 | ||
| 1740 | vi) 50 mm i/d | Per Mtr | 400 | 781.15 | 312460 | ||
| 1741 | viii) 80 mm i/d | Per Mtr | 400 | 982.8 | 393120 | ||
| 1742 | 24-8/P-156 | Supply and erection of single core PVC insulated copper contuctor cables, in prelaid PVC pipe/M.S. conduit/G.I pipe/wooden strip batten/wooden casing an capping/G.I. wire/trenches (rate for cables only). | |||||
| 1743 | c) | 450/750 volts, PVC insulated: | |||||
| 1744 | i) 1 mm sq (1/0.029"3 | Per Mtr | 4300 | 111.8 | 480740 | ||
| 1745 | ii) 1.5 mm sq (3/0.029") | Per Mtr | 16000 | 139 | 2224000 | ||
| 1746 | iii) 2.5 mm sq (7/0.029") | Per Mtr | 8000 | 203.3 | 1626400 | ||
| 1747 | iv) 4 mm sq (7/0.036") | Per Mtr | 11000 | 268.55 | 2954050 | ||
| 1748 | v) 6 mm sq (7/0.044") | Per Mtr | 3500 | 371.05 | 1298675 | ||
| 1749 | 24-11/P-157 | Supply and erection of pvc insulated,PVC sheethed copper conductor cables for service connection, in prelaid pipe/G.I. wire/trenches, etc. (rate for cable only). | |||||
| 1750 | c) | 4 core, 600/1000 volt non armoured cable:- | |||||
| 1751 | vii) 16 mm (19/0.052") | Per Mtr | 850 | 3037.45 | 2581832.5 | ||
| 1752 | ix) 35 mm (19/0.064") | Per Mtr | 760 | 6297.2 | 4785872 | ||
| 1753 | 24-23/P-163 | Supply and erection of bus bars, for 500 volts 3 phase A.C. supply with four copper bars, including glazed porcelain bridges, on angle iron board, fixed with rag bolts and M.S. sheet box 1.5 mm thick, etc. complete:- | |||||
| 1754 | iii) 200 Amp with 4 copper bars size 2"x1/8" (50x 3 mm) | Each | 8 | 8097.45 | 64779.6 | ||
| 1755 | 24-85/P-169 | 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 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. | |||||
| 1756 | iii | Single Pole | |||||
| 1757 | iii) 6-63 Amp (10 KA) | Each | 300 | 1459.05 | 437715 | ||
| 1758 | 24-86/P-169 | 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 equivalent manufacturer (with fixed Thermal-Magnetic Trip ) in prelaid DBs and Panels i/c the cost of screws, necessary wire complete in all respect as approved and directed by the Engineer Incharge. | |||||
| 1759 | a) | Triple Pole | |||||
| 1760 | (i) 15-63 Amp(7.5 KA) | Each | 40 | 11722.95 | 468918 | ||
| 1761 | iii) 15-100 Amp(18KA) | Each | 20 | 12172.95 | 243459 | ||
| 1762 | vi) 125-250 Amp (25 KA) | Each | 20 | 34954.2 | 699084 | ||
| 1763 | b) | Four Pole | |||||
| 1764 | vi) 125-250 Amp (25 KA) | Each | 10 | 39467.4 | 394674 | ||
| 1765 | 24-92 | P/F of floor mounted ATS (Auto Transfer Switch) Panel Board, Fabricated with 14 SWG MS Sheet (Indoor Type) duly painted type 100 microns powder coated paint in approved color, front accessories, extendable, insulation on class of 600 volts IP-44, incoming & outgoing connections for button with flexible copper cablesuitable for 415 VAC, three phase 4 wire, 50 HZ TPN& E system having rated service, short circuit breaking capacity 400 VAC, conforming to IEC-947-2 to accomodate given on off cirucit components, instruments & accessories assembled and wired with electric copper bus bar at 50 bag cable duly cleaned down to bare shining metal phosphate, manual charge over i/c the cost of lock, indication lights, brass glass, neutral & earth bars, thimbles, digital voltmeter/amperemeter, selector switch, current transofrmers, controles, channels, copper bus bar of specified capacity, relays, door earthing, complete in all respect approved and direction by Engineer Incharge (Breakers will be paid additionally) | |||||
| 1766 | a) 1.00 Ft deep | ||||||
| 1767 | ii) 50-100 KVA | Each | 6 | 967744.3 | 5806465.8 | ||
| 1768 | 24-90/P-172 | P/F wall mounted DB (Distribution Board) made with 16SWG Sheet (Recessded/Surface mounted Type), Powder coated Paint, i/c the cost of Lock, Indication lights, Thimble, Copper Comb, Wiring, Netural & Earth Bar, Door Earthing, Digital Voltmeter, Digital Ammeter, Volt Selector Switch, Ammeter selector switch, Current Transformer sand Controles Complete in all respect as approved and directed by the Engineer Incharge (Breakers will be Paid Separately). | |||||
| 1769 | a) 6" Deep i) 20-60A | P/Cft | 50 | 24283.05 | 1214152.5 | ||
| 1770 | a) 12" Deep i) 125-150A | P/Cft | 40 | 7011.65 | 280466 | ||
| 1771 | 24-102/P-178 | Providing and fixing Pakistan Energy Label NEEC Aapproved Copper winded Exaust Fan i/c thecost of necessary cable and hardware for connection from ceiling rose completeas approved and directed by Engineer Incharge. | |||||
| 1772 | (b) | Steel Body | |||||
| 1773 | i) 12" sweep | Each | 10 | 5516.75 | 55167.5 | ||
| 1774 | 24-103/P-178 | Providing and fixing Pakistan Energy Label NEECA approved Copper winded wall bracket Fan i/c the cost of necessary cable and hard ware for connection as approved and directed by Engineer Incharge | |||||
| 1775 | i) 18" Sweep dia | Each | 10 | 6861.15 | 68611.5 | ||
| 1776 | 24-104/P-178 | Providing and fixing Pakistan Energy Label NEECA approved Copper winded Ceiling Fan i/c the cost of necessary cable and hardware for connection as approved and directed by Engineer Incharge | |||||
| 1777 | iii) 56" dia | Each | 100 | 10180.2 | 1018020 | ||
| 1778 | 24-106/P-179 | Supply, installation, testing & commissioning 16 SWG, sheet steel powder coated back boxes with earth terminal, recessed in wall, including accessories, complete in all respect as per specification and as approved by Engineer incharge. | |||||
| 1779 | i) Small (3"x3") | Each | 600 | 438.8 | 263280 | ||
| 1780 | ii) Large (6"x3") | Each | 300 | 702.8 | 210840 | ||
| 1781 | 24-105/P-179 | 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, screws complete as approved and directed by the Engineer Incharge | |||||
| 1782 | a) | One way Gange Switch | |||||
| 1783 | i) 01 Gang | Each | 40 | 463.2 | 18528 | ||
| 1784 | ii) 02 Gang | Each | 70 | 704.4 | 49308 | ||
| 1785 | iii) Three pin Light Plug 10/13 Amp | Each | 150 | 754.45 | 113167.5 | ||
| 1786 | iv) Telephone / TV/Datacable socket | Each | 40 | 662.45 | 26498 | ||
| 1787 | v) Fan Dimmer | Each | 100 | 740.6 | 74060 | ||
| 1788 | vi) Bell Push | Each | 6 | 598.2 | 3589.2 | ||
| 1789 | vii) Three Pin Power Plug 15-32 Amp | Each | 200 | 924.55 | 184910 | ||
| 1790 | b) | One way Gange Switch (Large) | |||||
| 1791 | i) 04 Gang | Each | 70 | 981.25 | 68687.5 | ||
| 1792 | iii) 06 Gang | Each | 80 | 1405.85 | 112468 | ||
| 1793 | c) | Two Way Gang Switch (small) | |||||
| 1794 | (i) 01 Gange one way/ Two way | Each | 40 | 499.9 | 19996 | ||
| 1795 | 24-139/P-187 | Supply , installation of wall mounted CCTV Cabinet comprising of Powder Coated M.S frame, front glass& two side openings, 02 way fans for cooling, top & bottom entry, handle lock with 6 way PDU (Power Distribution Unit) with all necessary accessories/ materials, complete in all respects. Made of Bosch/ HP / Dell , Pollo Australia or equivalent or as approved and directed by Engineer Incharge | |||||
| 1796 | iii) 18U size (600x550x900 mm) | Each | 10 | 61973.8 | 619738 | ||
| 1797 | 24-118/P-182 | Supply, Installation and commissioning of wiring with fiber optic cable with Unitube, Light-Armoured Cable, Single Mode, OS2, of specified Core, 9μm, in prelaid conduit or cable tray etc. from Fiber switch to Fiber Switch in ODF Panel, including all accessories, made of Schnider/i Connect UK/Panduit USA Pollo Australia or equivalent approved manufacturer and directed by the Engineer Incharge. | |||||
| 1798 | i) 12 Core | P/Mtr | 6100 | 554.2 | 3380620 | ||
| 1799 | 24-116/P-182 | Supply, Installation and commissioning of wiring with 4-pair data Cable, 23 AWGUL/EN listed cable *Conforming to following standards: TIA/EIA568 /ISO/IEC11801, in prelaid conduit/cabletray from including all accessories, Manufacturer/OEM Authorization, Make: Schneider / i-connect UK/3M Corning USA/D-Link/Pollo Australian or equivalent approved manufacturer, complete in all respect as approved and directed by Engineer Incharge. | |||||
| 1800 | (a) UTP (Unshielded Twisted pair) (i)CAT-6 (Min.1G @ 250MHz or higher) | P/Mtr | 8000 | 161.4 | 1291200 | ||
| 1801 | 23-54/P-149 | Providing and fixing of fire extinguishers and fire blanket of following type and capacities complete in all respect as approved and directed by the Engineer Incharge | |||||
| 1802 | i) Dry Chemical Powder capacity 6 Kg. | Each | 40 | 13329.6 | 533184 | ||
| 1803 | ii) CO2 Capacity 5 kg | Each | 40 | 33067.2 | 1322688 | ||
| 1804 | GAS Work | ||||||
| 1805 | 23-19/P-135 | Providing, laying, cutting, jointing, testing and disinfecting G.I. pipeline in trenches,using G.I. pipes of B.S.S. 1387-1967 complete in all respects, with specials and valves. | |||||
| 1806 | II) Medium Quality c) 1" i/d (25 mm) 3.25mm thick | P/Mtr | 300 | 1412.25 | 423675 | ||
| 1807 | b) ¾" i/d (20 mm) 2.65mm thick | P/Mtr | 420 | 942.35 | 395787 | ||
| 1808 | a) ½" i/d (15 mm) 2.65mm thick | P/Mtr | 400 | 734.05 | 293620 | ||
| 1809 | 19-08/P-118 | Providing and fixing brass ball float valve:- | |||||
| 1810 | i) 1.5 cm (½") dia | Each | 30 | 878 | 26340 | ||
| 1811 | iii) 2.5 cm (1") dia | Each | 10 | 1550 | 15500 | ||
| 1812 | 19-53/P-117 | Providing/fixing Gas water heater (Geyser) of specified capacity, comprising of water tank made of 14SWG steel sheet and cover with 20SWG 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 pipeline complete in all respects as approved and directed by the Engineer Incharge. | |||||
| 1813 | i) 35 Gallons | Each | 4 | 57878.45 | 231513.8 | ||
| 1814 | Supply & Installation of NVR (network video recorder) for real time view of specified channels, video and audio channels, supported protocoles ONVIF, RTSP etc. internal HDDs mounted support: 2/4/8 or higher as per site requriement, monitor outputs, (HDMI, 4k, Ultra HD), VGA (Video Graphics array) support raid 5/6, enlosed OS data encyrption, min,. 1xRJ45 1000MBPs ports, with PC video monitoring software, webserver, embedded server, complete in all respect. made of AXIS Europe/ NOVAS Europe/Aviglion by Motrola USA/Haweii, Pollo Austrialia or equivalent approved manufacturer and directed by the Engineer Incharge. | ||||||
| 1815 | iii. 32 Channel | Each | 4 | 131353.5 | 525414 | ||
| 1816 | **NON SCHEDULE ITEM'S** | ||||||
| 1817 | Market Item | Providing/Installation of LED Down Light 15 W ceiling Type round 3D, V-Cut Light for rooms Make Sunlight like (LO-FR) Philips or approved equivalent complete in all respect as directed by Engineer Incharge. | Each | 600 | 3000 | 1800000 | |
| 1818 | Market Item | Providing/Installation of LED Down Light 12 W ceiling Type round/rectangular for bath lighting Make Sunlight (PLS series) Philips or approved equivalent complete in all respect as directed by Engineer Incharge. | Each | 300 | 2450 | 735000 | |
| 1819 | Market Item | Providing/Installation of garden lights, die cast aluminium body, LED type, suitable for outdoor environment, roboust structure, 10-20 W power, make Sunlight, Philiphs or approved equivalent as directed by Engineer Incharge. | Each | 30 | 18000 | 540000 | |
| 1820 | Market Item | Providing/Installation of LED Tube light 4 ft indoor use (Compact LED 18 W), make Sunlight, Philiphs or approved equivalent as directed by Engineer Incharge. | Each | 100 | 3200 | 320000 | |
| 1821 | Market Item | Providing/Fixing of Telephone instrustruments imported make Panasonic or approved equivalent as directed by Engineer Incharge. | Each | 10 | 12500 | 125000 | |
| 1822 | Market Item | Providing/laying of Telephone cable 2 pair copper conductor 0.6mm dia, PE insulated, PVC sheathed, brand as approved by enginner & as directed by Engineer Incharge. | P/Mtr | 1000 | 180 | 180000 | |
| 1823 | Market Item | Providing/laying of Telephone cable 5 pair copper conductor 0.6mm dia, PE insulated, PVC sheathed, brand as approved by enginner & as directed by Engineer Incharge. | P/Mtr | 499.61167 | 419.996 | 209834.90295332 | |
| 1824 | Market Item | Providing/Installation of DC Inverter Type Heat & Cool Wall mounted AC make Gree, Midea or Panasonic having Capacity 1.5 Ton latest Model complete with wall Brackets (Best Quality), aeroflex insulation, suitable size of copper pipes (any length/dia), flexible coper conductor power cable, 1" dia uPVC pipe for drain and suitable size of PVC Duct inside and outside to cover the installation complete as per entire satisfaction and directed by Engineer Incharge. | Each | 28 | 256000 | 7168000 | |
| 1825 | **CCTV SYSTEM** | ||||||
| 1826 | Market Item | Supply, Installation and Connection of Surveillance Grade Hard Drives 10 TB (HDD) for CCTV System Backup. made of Seagate /WD, Pollo Australia or equivalent, as approved and directed by Engineer Incharge | Each | 10 | 93577 | 935770 | |
| 1827 | Market Item | Supply, installation & connecting IP based Camera make Hikvision or Dauha 2.8mm, Hikvision Model DS-2CD2143G2-IU 4MP AcuSense Built-in Mic Fixed Dome Network Camera, 1/3" Progressive Scan CMOS, 2688 × 1520, Color: 0.005 Lux @ (F1.6, AGC ON), 0 Lux with IR on, Up to 30m IR Range, Focus on human and vehicle targets classification based on deep learning, Water and dust resistant (IP67) and vandal resistant (IK10). Type: IP Shape: Dome Resolution: 4MP Audio Input / Output: Built-in Microphone as approved as directed by the Engineer Incharge. | Each | 32 | 28410 | 909120 | |
| 1828 | Market Item | Providing and installation of 50" Smart & UHD 4K 7000 Series Model: 50AU7000 LED Smart TV Samsung/Sony/LG or approved equivalent make with following features/specifications;- Screen Size: 50" Resolution: 3840 x 2160 Picture Engine: Crystal Processor 4K PQI (Picture Quality Index): 2000 HDR (High Dynamic Range): HDR HDR 10+: Support HLG (Hybrid Log Gamma): Yes HDMI: 3 x HDMI USB Slots: 1 x USB A with Stand Complete in all respect as per entire satisfaction and instruction of Engineer in-Charge. | Each | 10 | 225000 | 2250000 | |
| 1829 | Market Item | Providing and installation of 8 Port PoE switch with SFP ports for optical distribution framework make Hikvision/ Dauha or approved equivalent complete in all respect as required at site and directed by Engineer Incharge, as approved as directed by the Engineer Incharge. | Each | 10 | 19791 | 197910 | |
| 1830 | Q Management System | ||||||
| 1831 | Market Item | Providing, fixing, Testing & Commissioning of Qmatic System with 26" Display 06 Nos Display Counters, 01 Nos Computer Server latest, Aluminium Stand POE Switch, 02 Speakers & Apmlifier (Toa) & Software with 1 Year service & Parts Warranty and all other required components wil be required to make operational the whole job along with cable complete in all respect to the entire satisfaction of engineer incharge. Make STEK or equivalent. | Each | 4 | 3500000 | 14000000 | |
| 1832 | **EXTERNAL ELECTRICAL WORK** | ||||||
| 1833 | Market Item | Supply, installation & connecting IP based Camera of 2.8mm Hikvision DS-2CD1343G0-IUF make Hikvision or Dauha, 4MP IR Turret Network Camera, 2560 × 1440, 0.01 Lux @ F1.2, 2.8mm Focal Length, 30m IR Range, Built-in Microphone, HLC, 3D-DNR, BLC, ROI, Built-in micro SD/SDHC/SDXC slot (Support Up to 256 GB), PoE(802.3af) and 12 VDC, Water and dust resistant (IP67). Type: IP Shape: Turret Resolution: 4MP Audio Input / Output: Built-in Microphone, as approved as directed by the Engineer Incharge. | Each | 16 | 19791 | 316656 | |
| 1834 | Market Item | Supply, installation & connecting of PTZ Camera of 2.8mm Hikvision make Hikvision or Dauha, DF8 Series 4MP 42X DarkFighter Laser Network Speed Dome 1/1.8" Progressive Scan CMOS High quality imaging with 4 MP resolution Excellent low-light performance via DarkFighter 2.0 technology Clear imaging against strong back light due to 150 dB AWDR technology 42 × optical zoom and 16 × digital zoom provide close up views over expansive areas Expansive night view with up to 500 m laser distance Water and dust resistant (IP67) and vandal proof (IK10) excluding glass window Supports face capture to detect, capture, grade, and select faces in motion Supports road traffic to detect vehicles Audio Input / Output: Built-in Microphone, as approved as directed by the Engineer Incharge. | Each | 4 | 450000 | 1800000 | |
| 1835 | Market Item | P/F of Flood Ligt 100 Watt LED complete with LED/SMD 100 Watt, Holder (Warm or Daylight) make Philips/Osaka Complete in all respect as per entire satisfaction and instruction of Engineer in-Charge. | 55 | 50000 | 2750000 | ||
| 1836 | Market Item | Providing Lowering fixing and testing of 6 Ft. Pole for IP Cameras MS Pole Powder coated 14 Gauge with base & Wall Clamps/or Base plate with Screws & Rawal Bolt complete in all respect as required at site and directed by Engineer-in-charge. | Each | 20 | 35000 | 700000 | |
| 1837 | Market Item | Providing and Erecting of 8 meters High Mast Pole High Step Sectional MS Tubular Pole Drawing and design Attached having size 4.5 meter (4000 mm) of 4" (100 mm) dia 4.50 mm thick x 3.5 metes (3000mm) of 3" (75 mm) dia 4.00 mm thick i/c M.S Base Plate Size 400 mm x400 mm x 15.82 mm, 30" (762 mm) dia round M.S plate 3/8" thick to be weld at Top of Pole with supporting webs duly drilled holes in plate to accomadate 04 Nos. Flood lights as required, 08 Nos. M.S ribs as shown on the Drawing with concealed junction box & connection arrangments i/c cost of painting with one coat of red oxide and two coats of silver paints complete in all repsects as per instruction and entire satisfaction of engineer Incharge. | Each | 4 | 83375 | 333500 | |
| 1838 | Market Item | Providing, making & testing/ commissioning of Rod type Earth point comprising of 5/8" dia. (16mm dia) 10ft long G.I rod driven in ground duly fixed with clamp as approved and directed by Engineer Incharge. | Each | 4 | 1500 | 6000 | |
| 1839 | Market Item | Provision made for Electric Resistively Survey for location of suitable site for Bore well. | Each | 4 | 25000 | 100000 | |
| 1840 | Market Item | Providing, Lowering ,fixing and testing of Hyundai Submersible Pump 1.5 Inch (4S3.0-HSP-3/30) 425 feet head and 300 feet net length of column pipe 1.5" i/d flanged type with SS fasteners or for dia of column pipes as recommended by Pump manufacturers /supplier including 380/440 volts, 50-cycles, 2900-RPM A.C Electric Motor, with One year un-conditional full warranty be obtained from the contractor /manufactures, including all protection devices, and Main Switch 20 Amp (Anchor China/Fico made), i/c 3-4-core 660/1100 Volt, copper conductor cables from protencion DB to Motor, Non return valve and all type of specials, complete in all respect to the entire satisfaction of engineer incharge. | Each | 4 | 250000 | 1000000 | |
| GRAND TOTAL: | Rs 623,346,975.98 |
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 Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.
Sub-Clause 1.1.35
Engineer's name & address: Concerned Member
Executive Block, G-7/4, Islamabad.
Sub-Clause 1.1.84
Time for Completion: 120 days for whole of the works
Sub-Clause 1.3 (a)(ii)
Agreed method of electronic transmission: Agreed
The Electronic Transmission Methods are Epads version 2.0
Sub-Clause 1.3 (d)
Address of Empoyer for Communications: Office # 26, 1st Floor, Block-III, G-7/4, Islamabad.
Address of Engineer for Communications:
Executive Block, 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:
Through CDA Own resources.
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 0.10% of the Accepted Contract Amountfor delay in completion of whole of the Works
Sub-Clause 8.8
Maximum amount of Delay Damages 10.00 % of the Accepted Contract Amount
Sub-Clause 8.14
Applicability of Incentives for Early Completion No
Sub-Clause 12.3
Percentage profit (Not more than 10%): Nil
Sub-Clause 13.4.(b)(ii)
Percentage rate to be applied to Provisional Sums for overhead charges and profit: Twenty Five percent (25%)
Sub-Clause 14.2
Total Advance Payment: Fifteen percent (15%) of the Accepted Contract Amount excluding Provisional Sums payable in the currencies and proportions in which the Accepted Contract Amount is payable
Sub-Clause 14.2.1
Advance Payment Insurance 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): No
[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: Nil days
Sub-Clause 14.7b(ii)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.13 (Final Payment): Nil days
Sub-Clause 14.7(c)
Period for the Employer to make final payment to the Contractor: 56 days
Sub-Clause 14.8
Financing charges for delayed payment Local Currency (PKR):
6-Month KIBOR (Offer) +3% per annum.
Foreign Currency:
USD
6-Month SOFR (Secured Overnight Financing Rate for USD) +1% per annum.
EURO
6-Month EURIBOR (EURO Interbank Offered Rate for EURO) +1% per annum.
Others
Appropriate rates +1% (for other foreign currencies, Ref. Schedule-A, A-4 to Bid).
Sub-Clause 14.11.1(b)
Number of additional paper copies of draft Final Statements: 3
[insert number of copies say six (06)]
Sub-Clause 14.15
Currencies of payment of Contract Price: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(a)(i)
Proportions or amounts of Local and Foreign currencies: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(c)
Currencies and proportions for payment of Delay Damages: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(f)
rates of exchange: as stated in the Table IV of Schedule A (If Given)
Sub-Clause 17.2(d)
Forces of nature, the risks of which are allocated to the Contractor: Nil
Sub-Clause 19.1
Permitted deductible limits:
i) insurance required for the Works: Ten percent (10%) of loss amount on each & every loss
ii) insurance required for Goods: Nil
iii) insurance required for liability for breach of professional duty: Nil
iv) insurance required against liability for fitness for purpose (if any is required): Nil
v) insurance required for injury to persons and damage to property: Nil
vi) insurance required for injury to employees: Nil
vii) other insurances required by Laws and by local practice : Nil
Periods for submission of insurance:
a) evidence of insurance: Not later than the Commencement Date
b) relevant policies: Within twenty eight (28) day from the Commencement Date
Sub-Clause 19.2.1(b)
Additional amount to be insured (as a percentage of the replacement value): 15% of the replacement value (Accepted Contract Amount)
Sub-Clause 19.2.2
Extent of insurance required for Goods: From Ex-Works (i.e., works, factory, warehouse, etc) to delivery at the Site
Amount of insurance required for Goods: Full replacement value
Sub-Clause 19.2.3(a)
Amount of insurance required for liability for breach of professional duty: Full replacement value of the Works to be designed by the Contractor
Sub-Clause 19.2.3(b)
Insurance required against liability for fitness for purpose: Yes
Sub-Clause 19.2.3
Period of insurance required for liability for breach of professional duty: Until the date of issuance of Performance Certificate
Sub-Clause 19.2.4
Amount of insurance required for injury to persons and damage to property: Injury to person and Fatal case:
in accordance with Workmen Compensation Act
Damage to Property: The Amount of Insurance Required for Person Injury is 2000000
The Amount of Insurance Required for Damage to Property is 5000000 as per his assessment of the adjoining property(ies) other than the Works]
without limit to the number of incidents
Sub-Clause 19.2.6
Other insurances required by Laws and by local practice: All insurances as applicable, to the extent of execution of the project, under Federal and Provincial laws of Islamic Republic of Pakistan
Sub-Clause 21.1
Time for appointment of the DAAB: Within 28 days from the Commencement Date.
In case the Accepted Contract Amount is lesser than PKR one (01) billion, appointment of the DAAB shall be made when Dispute arises between the Parties.
Sub-Clause 21.1
The DAAB shall comprise 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)
*[insert Sub-Clause number (not Sub-Clause 3.7 [Agreement or Determination]
Any such requirement shall not be applied to any action by the Engineer under Sub-Clause 3.7 [Agreement or Determination], as stated in Sub-Clause 3.2 [Engineer’s Duties and Authority] of the General Conditions.
Notwithstanding the obligation, as set out above, to obtain approval, if, in the opinion of the Engineer, an emergency occurs affecting the safety of life or of the Works or of adjoining property, he may, without relieving the Contractor of any of his duties and responsibility under the Contract, instruct the Contractor to execute all such work or to do all such things as may, in the opinion of the Engineer, be necessary to abate or reduce the risk. The Contractor shall forthwith comply, despite the absence of approval of the Employer, with any such instruction of the Engineer. The Engineer shall determine an addition to the Contract Price, in respect of such instruction, in accordance with Clause 13 and shall notify the Contractor accordingly, with a copy to the Employer.
Following is added after the words “the Employer’s consent is required” in 4th paragraph:
“stating that the Employer’s consent has been obtained for that specified authority”
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.: P63218
To: Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, 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 Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, 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., CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD. (P63218) should be executed by the Contractor and has accepted a Bid by the Contractor for the execution and completion of such Works and the remedying of any defects therein.
NOW this Agreement witnessed as follows:
1. In this Agreement words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referred to.
2. The following documents, in the order of priority, after incorporating addenda, if any, except those parts relating to Instructions to Bidders shall be deemed to form and be read and construed as part of this Agreement:
a) This Contract Agreement;
b) The Letter of Acceptance;
c) The Letter of Bid;
d) The Particular Conditions Part A - Contract Data;
e) The Particular Conditions Part B - SpecialProvisions;
f) The General Conditions;
g) The Specifications Part A - SpecificProvisions;
h) The Specifications Part B- Technical Provisions;
i) The Drawings;
j) The Completed Schedules to Bid including Schedule of Prices;
k) the JV Undertaking (if the Contractor is a JV); and
l) [Employer to insert any other documents forming part of the Contract]
The addenda/corrigenda,if any, (Excluding part relating to Instructions to Bidders alongwith Bidding Data) shall be deemed to have been incorporated at the appropriate places in the “Documents forming the Contract”.
3. In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby covenants with the Employer to execute and complete the Works and remedy defects therein in conformity and in all respects with the provisions of the Contract.
4. The Employer hereby covenants to pay the Contractor, in consideration of the execution and completion of the Works as per provisions of the Contract, the Contract Price or such other sum as may become payable under the provisions of the Contract at the times and in the manner prescribed by the Contract.
IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed on the day, month and year first before written in accordance with their respective laws.
Signature of the Contactor Signature of Employer
(Seal) (Seal)
Signed, Sealed and Delivered in the presence of:
Witness Witness
(Name, Title and Address) (Name, Title and Address)
[All italicised text and any text within square brackets (except sub-clause headings) in this form of agreement is for use in preparing the form and should be deleted from the final product].
Name and details of the Contract CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD.
______________________________________________________________________________
This Agreement made the ______day of ______ [month], _____ [year], between
Name and contact details of the Employer Capital Development Authority (Works Directorate), Dy. Director (Works-II), CDA
Office # 26, 1st Floor, Block-III, 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 Directorate), Dy. Director (Works-II), CDA Office # 26, 1st Floor, Block-III, 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 CONSTRUCTION OF RESCUE 1122 BUILDINGS IN I-14/1, INDUSTRIAL AREA, G-11, I-9, ISLAMABAD. (P63218)
______________________________________________ (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 bidder is required to submit dully filled Abstarct of Cost Performa.
Complete BoQ