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).
National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director
NIISS, Quaid-i-Azam University, Islamabad Capital Territory
+92-300-574-4929
pd@niiss.qau.edu.pk
The following specific data for the procurement of Goods to be procured shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITB). Whenever there is a conflict, the provisions herein shall prevail over those in ITB.
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BDS Clause Number |
ITB Number |
Amendments of, and Supplements to, Clauses in the Instruction to Bidders |
A. Introduction |
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1 |
1.1 |
Name of Procuring Agency: National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)) The subject of procurement is: CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD Expected commencement date: Monday, August 31, 2026 |
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2. |
2.1 |
Financial year for the operations of the Procuring Agency: 2026-27 Name and identification number of the Contract: P39020 |
| 3. | 3.1 | JV/Consortium or Association Allowed: No Number of JV/Consortium Members: Nil |
B. Bidding Documents |
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4. |
6.2 & 6.4 |
The Bidders may seek clarifications through EPADS v2.0: Clarification Date: Wednesday, June 17, 2026 |
| 5. | 7.2 |
Any addendum, in case issued, shall be published on National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)) website and on EPADS v2.0. |
C. Preparation of Bids |
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| 6. |
8.1 |
List of documents required along with the bid: No |
| 7. | 9.1 |
The qualification criteria to establish the supply / production capability of the bidder. see Eligibility Criteria |
| 8. | 11.2 |
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| 9. | 11.1 | Price schedule will be provided according to the format defined and acquired. see section price schedule. |
| 10. | 11.4 |
Specifications: see section of specifications. |
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11. |
11.5 & 13.5 |
The price shall be Fixed. |
| 12. |
14.1 |
Currency of the Bids shall be : PKR |
| 13. |
16.1 |
The Bids/Bid Validity period shall be: 120 Days |
| 14. |
17.1 |
The amount of Bid Security shall be as defined in Bid Security Section for items and lots given in BDS 6 |
| 15. | 17.2 |
The Bid Security shall be in the form of: Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee, Demand Draft |
| 16. | 15.1 |
Alternative Bids to the requirements of the bidding documents will not be permitted. |
D. Submission of Bids |
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17. |
18.1 & 21.1 |
Bid shall be submitted online on EPADS v2.0 whereas hard copy of the bid security should be submitted to the following; NIISS, Quaid-i-Azam University, Islamabad Capital Territory Bids that are not submitted on EPADS v2.0 shall be disqualified. The deadline for Bids submission is: Monday, June 22, 2026 01:00 PM |
E. Opening and Evaluation of Bids |
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18. |
24.1 |
The Bids opening shall take place on EPADS v2.0. Day : Monday Date: June 22, 2026 Time : 01:30 PM |
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19. |
30.2 |
Selection technique adopted will be: Least Cost Based Selection (LCBS) |
F. Award of Contract |
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20. |
41.1 & 41.2 |
The Performance guarantee shall: 10.00%. The Performance Guarantee shall be acceptable in the form of: Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee, Demand Draft |
| 21. | 45.1 |
Arbitrator shall be appointed by mutual consent of the both parties. |
G. Review of Procurement Decisions |
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22. |
37 |
Grievance against this procurement shall be submitted online on EPADS v2.0. |
| Bidder's Type | Required Registration |
|---|---|
| Individual / Individual Consultant Sole Proprietorship Partnership Firm Company (Private Limited) Company (Public Limited) Company (Holding Company) Company (Limited by Guarantee) State Owned Enterprise (Private Limited) State Owned Enterprise (Public Limited) | NADRA CITIZENSHIP (CNIC/NICOP) FBR (NTN) FBR (GSTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| An affidavit to the effect of not being debarred / blacklisted by any organization / department, prepared within the current month of submission of Bids | Yes |
| Information on any litigation or arbitration resulting from contracts completed or under execution by the Bidder. In case, the firm has never been involved in litigation, an affidavit to such effect should be provided. | Yes |
| On Active Tax Payer’s List at the time of submission of Bid. | Yes |
Least Cost Based Selection (LCBS)
| Technical Marks | 154 | |
|---|---|---|
| Passing Marks | 77 | |
| Experience as constructor for ongoing/in-hand Building Works Projects. | ||
| 08 marks will be awarded for each in-hand project having project cost ≥ Rs. 1000M up to maximum of 16 marks. (Qualitative)(Doc Required) | 16 | |
| 06 marks will be awarded for each in-hand project having project cost from Rs. 800M to Rs. 999.99M up to maximum of 16 marks. (Qualitative)(Doc Required) | 16 | |
| 04 marks will be awarded for each in-hand project having project cost from Rs. 600M to Rs. 799.99M up to maximum of 16 marks. (Qualitative)(Doc Required) | 16 | |
| Personnel Capabilities: | ||
| Project Manager / Construction Manager (B.Sc. Civil Engineer registered with Pakistan Engineering Council) (Quantitative)(Doc Required) | 5 | |
| Site Engineer (B.Sc. Civil Engineer registered with Pakistan Engineering Council) (Quantitative)(Doc Required) | 3 | |
| Associate Engineer B-Tech / DAE Civil (Quantitative)(Doc Required) | 2 | |
| Quantity Surveyor B-Tech / DAE Civil (Quantitative)(Doc Required) | 2 | |
| Surveyor Survey Certificate (Quantitative)(Doc Required) | 1 | |
| Equipment Capabilities | ||
| Batching Plant Minimum Required : 1 No. (Quantitative)(Doc Required) | 3 | |
| Concrete Pump Minimum Required: 1 No. (Quantitative)(Doc Required) | 1 | |
| Transit Mixer Minimum Required : 3 No. (Quantitative)(Doc Required) | 2 | |
| Tower Crane Minimum Required 1 No. (Quantitative)(Doc Required) | 2 | |
| Concrete Mixer Machine Minimum Required : 2 Nos. (Quantitative)(Doc Required) | 1 | |
| Excavator Minimum Required : 2 No. (Quantitative)(Doc Required) | 1 | |
| Dewatering Pump (3HP) Minimum Required : 1 No. (Quantitative)(Doc Required) | 1 | |
| Scaffolding Minimum Required : 50,000 Rft (Quantitative)(Doc Required) | 1 | |
| Shuttering Minimum Required : 30,000 Sft (Quantitative)(Doc Required) | 1 | |
| Tractor Trolley Minimum Required : 3 Nos. Steel Cutting / Bending Machine Minimum Required : 2 Nos. (Quantitative)(Doc Required) | 1 | |
| Generator Set (100 KVA) Minimum Required : 2 Nos. Total Station Minimum Required : 1 Nos. (Quantitative)(Doc Required) | 1 | |
| Financial Capabilities | ||
| Annual Turn Over (Quantitative)(Doc Required) Above Rs. 1000 million (15) Rs. 800 million to Rs. 1000 million (8) | 15 | |
| Liquid Assets / Bank Line of Credit (Quantitative)(Doc Required) Above Rs. 150 million (15) Rs. 100 million to Rs. 150 million (8) | 15 | |
| Technical Evaluation Criteria | ||
| 08 marks will be awarded for each completed project having project cost from Rs. 800M to Rs. 999.99M up to maximum of 24 marks. (Qualitative)(Doc Required) | 24 | |
| 06 marks will be awarded for each completed project having project cost from Rs. 600M to 799.99M up to maximum of 24 marks. (Qualitative)(Doc Required) | 24 | |
Lot Title : Civil Works Components of PSDP Project NIISS
Bid Security : 12000000 PKR
| Job | Delivery Schedule | Quantity |
|---|---|---|
| Academic Block of NIISS |
Address: NIISS, Quaid-i-Azam University, Islamabad Capital Territory
Schedule: 27 Days
Quantity: 1/sqft
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1/sqft |
| External Developments works |
Address: NIISS, Quaid-i-Azam University, Islamabad Capital Territory
Schedule: 910 Days
Quantity: 1/Qty
|
1/Qty |
Yes
Civil Works Components of PSDP Project NIISS
| Job | Related Services |
|---|---|
| Academic Block of NIISS | Finished Building |
Lot Title: Civil Works Components of PSDP Project NIISS
Specifications / Requirements:
| Sr. No | Ref; PWD Schedule, 2022 | Description | Unit | QTY. | Unit Rate (Rs.) | Amount in words (Rs.) optional | Amount (Rs.) |
|---|---|---|---|---|---|---|---|
| 1 | GENERAL NOTE. | ||||||
| 2 | SCOPE : (Applicable to all sections) | ||||||
| 3 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer. | ||||||
| 4 | Reference Schedule= Pak PWD Schedule 2022 | ||||||
| 5 | A) | ACADEMIC BLOCK (ST) | |||||
| 6 | A-1) | CIVIL WORKS | |||||
| 7 | PART-I (SCHEDULE ITEMS) | ||||||
| 8 | (103-1) | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | %Cft | 54514.00 | 1624.63 | 885650.80 | |
| 9 | (103-28) | 5'-00" to 8'-00" Depth | %Cft | 2726.00 | 1862.13 | 50761.66 | |
| 10 | (103-2) | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | %Cft | 54514.00 | 1862.13 | 1015121.55 | |
| 11 | (103-28) | 5'-00" to 8'-00" Depth | %Cft | 2726.00 | 2099.63 | 57235.91 | |
| 12 | (103-41) | Structure excavation in Cornman Material by mechanical means and dispose of surplus excavated material upto 10 mile leed complete as ll per direction of Engineer incharge. | 100Cft | 254100 | 1078.09 | 2739426.69 | |
| 13 | (104-1) | Filling excavated earth available at site in foundation, plinth or under floor, etc. including breaking clods, dressing, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52m). | 100Cft | 5500.00 | 735.19 | 40435.45 | |
| 14 | (104-9) | Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m). | 100Cft | 2500.00 | 4869.94 | 121748.50 | |
| 15 | (105-14) + (105-27) | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete. | 100Cft | 5204.00 | 24504.59 | 1275218.86 | |
| 16 | (108-12) | Providing one coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | 100Sft | 131368.00 | 1010.75 | 1327802.06 | |
| 17 | (109-113) + (109-120) | Providing and laying 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge in steps including cost of form work and its removal etc. complete in ground floor. | 100Cft | 340.00 | 29075.48 | 98856.63 | |
| 18 | (112-02) | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls of 9" to 13-1/2" thick including scaffolding , racking out joints and curing etc.complete in foundation ,basements and plinth (foundation and basement masonry upto 5 feet or 1.52 M. depth and plinth upto 4 feet or 1.2 M.height from ground level) | %Cft | 1538 | 38582.85 | 593404.23 | |
| 19 | (112-03) + (112-79) | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved wall 4-1/2 inches (114 mm) or less thickness including scaffolding, raking out joints and curing etc, complete in foundation, basement and plinth (foundation and basement masonry upto 5 (1.52 Ru.m.) feet depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) . | %Cft | 350 | 43334.68 | 151671.38 | |
| 20 | (112-25) + (112-76) | Providing and laying first class solid burnt brick masonry set in cement mortar 1:5 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure . | %Cft | 18,745 | 41,824.42 | 7839987.53 | |
| 21 | (112-25) + (112-70) + (112-76) | First Floor | %Cft | 17,020 | 44,165.51 | 7516969.80 | |
| 22 | (112-25) + (112-70) + (112-71) + (112-76) | Second Floor | %Cft | 471 | 46,019.01 | 216749.54 | |
| 23 | (112-26) + (112-79) | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 4-1/2 inches and less thickness including scaffolding , racking out joints and curing etc.complete in ground floors super-structure . | %Cft | 1,095 | 45,506.55 | 498296.72 | |
| 24 | (112-26) + (112-70) + (112-79) | First Floor | %Cft | 906 | 47,847.64 | 433499.62 | |
| 25 | (112-144) | Providing and laying wall ties of mild steel flats of approved section and design placed at horizontal and vertical spacing in cavity wall of any description in any floor at any height.. | Kg | 850 | 424.07 | 360459.50 | |
| 26 | (114-1) + (114-134) + (114-137) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in column footing of required shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | %Cft | 3,984 | 42,168.16 | 1679979.49 | |
| 27 | (114-2) + (114-134) + (114-137) + (114-146) | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 lbs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | %Cft | 35,030 | 42,168.16 | 14771506.45 | |
| 28 | (114-4) + (114-134) + (114-137) + (114-161) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth. | %Cft | 4,124 | 51,173.41 | 2110391.43 | |
| 29 | (114-8) + (114-134) + (114-137) + (114-163) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including M.S Plates form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth | %Cft | 6,433 | 61,457.75 | 3953577.06 | |
| 30 | (114-24) + (114-134) + (114-137) + (114-161) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. but excluding the cost of reinforcement, in ground floor. | %Cft | 6,652 | 61,951.46 | 4121011.12 | |
| 31 | (114-24) + (114-134) + (114-137) + (114-92) + (114-161) + (114-146) | First Floor | %Cft | 6,613 | 64,762.92 | 4282771.90 | |
| 32 | (114-24) + (114-134) + (114-137) + (114-92) + (114-93) + (114-161) + (114-146) | Second Floor | %Cft | 538 | 66,973.51 | 360317.48 | |
| 33 | (114-32) + (114-134) + (114-137) + (114-92) + (114-162) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls vertical fins etc. 3 inches (70 mm) and less than 5 inches (127 mm) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First Floor | %Cft | 80 | 89,192.95 | 71354.36 | |
| 34 | (114-32) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146) | Second Floor | %Cft | 1,690 | 91,403.54 | 1544719.83 | |
| 35 | (114-32) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146) | Third Floor | %Cft | 72 | 93,614.13 | 67402.17 | |
| 36 | (114-30) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls vertical fins more than 6 inches (152 mm)) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in G. Floor | %Cft | 350 | 62,403.55 | 218412.43 | |
| 37 | (114-30) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls vertical fins more than 6 inches (152 mm)) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First Floor | %Cft | 285 | 65,215.01 | 185862.78 | |
| 38 | (114-30) + (114-134) + (114-137) + (114-92) + (114-93) + (114-162) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls vertical fins more than 6 inches (152 mm)) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in First Floor | %Cft | 1,403 | 67,425.60 | 945981.17 | |
| 39 | (114-38) + (114-134) + (114-137) + (114-163) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor. | %Cft | 4,460 | 68,415.37 | 3051325.50 | |
| 40 | (114-38) + (114-134) + (114-137) + (114-92) + (114-163) + (114-146) | First Floor | %Cft | 4,738 | 71,226.83 | 3374727.21 | |
| 41 | (114-38) + (114-134) + (114-137) + (114-92) + (114-93) + (114-163) + (114-146) | Second Floor | %Cft | 386 | 73,437.42 | 283468.44 | |
| 42 | (114-50) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100Cft | 681.00 | 61558.17 | 419211.14 | |
| 43 | (114-50) + (114-134) + (114-137) + (114-92) | First Floor | 100Cft | 1464.00 | 64369.63 | 942371.38 | |
| 44 | (114-56) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches to 6 inches (152 mm) thick including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100Cft | 14242.00 | 49314.91 | 7023429.48 | |
| 45 | (114-56) + (114-134) + (114-137) + (114-92) | First Floor | 100Cft | 15200.00 | 52126.37 | 7923208.24 | |
| 46 | (114-56) + (114-134) + (114-137) + (114-93) | Second Floor | 100Cft | 275.00 | 54336.96 | 149426.64 | |
| 47 | (114-55) | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 2250 Ibs. per sq inch (15.52 N/mm2) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 3 inches (76 mm) to less than 5" (127 mm) thick including form work and its removal compacting and curing etc, complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100Cft | 150.00 | 50801.07 | 76201.61 | |
| 48 | (114-55) + (114-92) | First Floor | 100Cft | 150.00 | 53612.53 | 80418.80 | |
| 49 | (114-57) + (114-134) + (114-137) + (114-92) + (114-93) + (114-164) + (114-146) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, Lawrencepur sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab more than 6 inches (152 mm) thick including M.S Plates form work and M.S pipe folding and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Second floor. | %Cft | 834 | 68,046.29 | 567506.06 | |
| 50 | (114-166) | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | Kg | 210700.00 | 282.45 | 59512215.00 | |
| 51 | (114-166) + (114-174) | First Floor | Kg | 75893.00 | 286.89 | 21772942.77 | |
| 52 | (114-166) + (114-174) + (114-175) | Second Floor | Kg | 11202.00 | 291.33 | 3263478.66 | |
| 53 | (114-167) | Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work . | Kg | 62900.00 | 266.70 | 16775430.00 | |
| 54 | (114-167) + (114-174) | First Floor | Kg | 51082.00 | 271.14 | 13850373.48 | |
| 55 | (114-167) + (114-174) + (114-175) | Second Floor | Kg | 6607.00 | 275.58 | 1820757.06 | |
| 56 | (116-37) + (116-55) | Providing and laying 1st class burnt clay tiles of 9" X 4-1/2" X 1-1/2" size grouted with 1:3 cement mortar over 4" thick (avg) puddled earth compacted and smooth finished to slope mixed with bhoosa at the rate of one seer of bhoosa for one cft. of puddled earth in first floor including flush pointing on tiles works with 1:3 cement mortar and curing complete. | %Sft | 31,228 | 15,500.25 | 4840418.07 | |
| 57 | (116-37) + 2x(116-55) | Second Floor | %Sft | 473 | 15,622.75 | 73895.61 | |
| 58 | (117-2) | Providing and laying 1:4:8 cement concrete bed under floor using graded stone ballast 1"(25mm) and down gauge with leveling and ramming, ramming, watering and curing etc. complete in ground floor. | 100Cft | 10371.00 | 22036.75 | 2285431.34 | |
| 59 | (117-13) + (117-18) + (114-136) + (114-145) | Providing and laying terrazzo floor 1-3/4 inches (44 mm) thick consisting of 3/4 inch (19 mm) thick topping 1:2 (1 white cement 2 approved marble chips No. 0 to 6) in ground floor over a base of 1:2:4 (one cement, two sand and four graded crushed) cement concrete 1 inch (25 mm) thick laid in panels or pattern including form work, curing, cutting, rubbing and polishing etc, complete... | %Sft | 420 | 15918.02 | 66855.68 | |
| 60 | (117-13) + (117-18) + (114-136) + (114-145) + (117-25) | First Floor | %Sft. | 420 | 16159.98 | 67871.92 | |
| 61 | (117-39) + (117-76) | Providing and laying floor of 3/4 inch (19 mm) thick marble tiles more than 3 Sq.ft. upto 5 Sq.ft- (more than 0.28 Sq.m upto 0.46 Sq.m) size fine dressed on the surface, without winding in ground floor over 1 inch (25 mm) cement mortar 1:4 (one cement, four sand) setting the marble tiles with grey cement slurry over lime mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar. | 100Sft. | 12142.00 | 48884.00 | 5935495.28 | |
| 62 | (117-39) + (117-76) + (117-79) | First Floor | 100Sft. | 7467.00 | 49477.75 | 3694503.59 | |
| 63 | (117-58) + (117-77) | Providing and laying stairs / steps (in treads, rises and mid stair landing) floor of 1 inch (25 mm) thick white marble tiles more than 3 Sq.ft. upto 5 Sq.ft- (more than 0.28 Sq.m upto 0.46 Sq.m) size fine dressed on the surface, without winding in ground floor over 1 inch (25 mm) cement mortar 1:4 setting the marble tiles with grey cement slurry over lime mortar, jointing and washing the tiles with white cement slurry including curing, rubbing and polishing etc. complete including the cost of mortar. | 100Sft. | 1311.00 | 81539.13 | 1068977.99 | |
| 64 | (117-75) | Extra for making nosing of treads as per design and instructions of the Engineer-in-Charge .. | Rft | 566.00 | 131.25 | 74287.50 | |
| 65 | (117-117) | Proving and laying floor 1 inch (25 mm) thick of cement tiles 12" X 12" X 1" (1/2 inch toping 1/2 inch base) or 305 mm X 305 mm X 25 mm (13 mm topping 12 mm base) in grey cement with pigment of dark shade in ground floor over 1 inch (25 mm) lime mortar 1:2 (one lime two sand) including setting the tiles with grey cement slurry over lime mortar, jointing and washing the tiles with grey cement slurry including grinding, rubbing, polishing and curing etc. complete including the cost of mortar . | 100Sft. | 3252.00 | 19654.80 | 639174.10 | |
| 66 | (117-166) | Providing and fixing with iron screws best quality imported teak wood 2 inches (51 mm) thick planeding of required width for flooring rebated or tongued and grooved on wooden frame in any floor including necessary Jointing etc. complete but excluding the cost of frame . | Sft | 2,590 | 3,764.75 | 9750702.50 | |
| 67 | (117-180) | Providing & laying light colour, glazed/ non skid vitrified porcelain tiles (polished) exceeding 1600 Sqcm and upto 3600 Sqcm each, (Pak made) on walls & floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge. | %Sft. | 18,773 | 40,610.74 | 7623854.22 | |
| 68 | (117-181) | Providing & laying light colour, glazed/ non skid vitrified porcelain tiles (polished) exceeding 3600 Sqcm each, (Pak made) on walls & floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge. | %Sft. | 29,617 | 49,798.24 | 14748744.74 | |
| 69 | (118-15) + (118-21) | Providing and fixing 1/2 inch (13 mm) thick white marble tiles above 36 Sq. inches upto 144 Sq. inches (232 Sq.cm upto 928 Sq.cm) size fine dressed on the surface without windings in dado and skirting and facing etc. in ground floor over 1/2 inch (13 mm) thick base of cement mortar 1:3 setting of tiles in slurry of grey cement over mortar base including filling the joints and washing the tiles with white cement slurry curing, finishing, cleaning and polishing etc. in internal work complete.. | 100Sft. | 471.00 | 33112.00 | 155957.52 | |
| 70 | (118-15) + (118-21) + (118-28) | First Floor | 100Sft. | 375.00 | 34002.63 | 127509.86 | |
| 71 | (119-5) | Providing and fixing single leaf steel doors made to crittal or equivalent standard and of approved sections fully panelled with M. S. Sheet of 16 gauge painted with two coats of red oxide paint including using approved brass section oxidized fitting iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor. | Sft. | 118.00 | 933.84 | 110193.12 | |
| 72 | (119-32) | Providing and fixing iron grills with required section of angle iron and MS square bar as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work. | Kg. | 4374.00 | 290.89 | 1272352.86 | |
| 73 | (119-45) | Providing and fixing M.S. moulded steel door frames of 5.73" x 2-1/2" (146 mm x 63 mm) manufactured from mild steel sheet of 18 gauge (1.41 mm) conforming to B.S.S. 1245 having a double rebate size i1/2" x 1/2" (38 mm x 12 mm) provision of .3. Nos. M.S. plate, section 1- 1 /2" x 114" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 1 O points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hings, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1 /4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1 :2:4 etc. in any floor at any height complete as directed by the Engineer-in-Charge | Rft | 1141 | 469.80 | 536041.80 | |
| 74 | (119-45) | Providing and fixing M.S. moulded steel door frames of 10" x 2-1/2" manufactured from mild steel sheet of 18 gauge conforming to B.S.S. 1245 having a single/double rebate size 1-1/2" x 1/2" (38 mm x 12 mm) provision of 3 Nos. M.S. plate, section 1-1/2" x 1/4" (38 mm x 6 mm) (2 Nos. 6 inch long welded with frame at not less than 10 points and 1 Nos. 12 inch long welded with frame at not less than 20 points), with holes and threads for fixing steel hinges, fitted with one locking box of same sheet (point welded inside the frame), 6 Nos. 6 inches long flat iron fixing lugs of 1-1/4" x 3/16" section, treated with special red oxide primer coat all around including cutting holes and filling the cavity with cement concrete 1 :2:4 etc. in any floor at any height complete as .directed by the Engineer-in-Charge | Rft | 1443 | 693.86 | 1001239.98 | |
| 75 | (119-61) | Providing and fixing fully glazed Bronze anodized or Powder Coated aluminum fixed windows partition as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), Deluxe model box section 101.76mm x 44.5mm and 2mm thick including the cost of aluminum fitting, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans. | Sft | 110 | 847.22 | 93194.20 | |
| 76 | (119-91) | Providing and fixing fully glazed Bronze anodized or powder coated aluminium Swing door with frame as per British standard manufactured by Lucky, Prime, Chawla, Krudson, and Pakistan cable. (fixing through their approved fabricators) deluxe model section, 101.6mm x 44.5mm and 2mm thick including the aluminium fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans. | Sft | 1451 | 2078.13 | 3015366.63 | |
| 77 | (119-97) | Providing and fixing fully glazed Bronze anodized or Powder Coated aluminum Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), prime model box section 101mm x 30mm and 2mm thick including the cost of aluminum netting ,fitting, with all accessories cutting hole etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans. | Sft | 3,970 | 1,367.19 | 5427744.30 | |
| 78 | (119-121) | Providing and fixing Tinted glass panes 5mm thick to M.S. Box pipe / Aluminium doors, windows and ventilators etc including the cost of labour but excluding the cost of M.S. square pipe beading, rubber packing and screw in any floor at any height. | Sft | 5,531 | 371.82 | 2056536.42 | |
| 79 | (120-2) | Providing and fixing best quality deodar frames for doors. windows, ventilators, clerestory windows, shelves, partitions, trellis work, etc., as required . | Cft | 30.00 | 12731.98 | 381959.40 | |
| 80 | (120-21) | Providing and fixing 1-3/4 inch (44 mm) thick best quality deodar wood shutters fully panelled with same wood, approved iron hinges and tower bolts, etc., as required... | Sft | 2.00 | 1759.61 | 3519.22 | |
| 81 | (120-64) | Providing and fixing 1-1/2 inches (38 mm) thick solid core deodar wood flushed veneered door shutters, with and including the cost of commercial plywood facing 3 mm. thick (3 ply) on both faces, fixed over best quality deodar wood frame 2 inches wide alround 6 inches wide lock rail and 2nd class deodar wood solid core, i/c., 1/4 inch thick best quality deodar wood lipping on al! sides as per approved drawing, manufactured under power driven hydraulic press, including the cost of approved iron fittings but excluding the cost of handles and locking arrangement. | Sft | 3400.00 | 1448.56 | 4925104.00 | |
| 82 | (120-236) | Providing and fixing on frames etc., with sunken iron screws best quality deodar wood moulding beading, architrave etc., of approved design up-to one square inch (6.45 Sqm) in cross section as required . | Rft | 2584.00 | 193.35 | 499616.40 | |
| 83 | (121-70) | Providing and fixing with brass screws or specially supplied screws hydraulic door closer Rayobi or approved design No. 72, Japan make, cutting wood etc., to required shape and size as per direction of engineer-in-charge . | Each | 14.00 | 9331.25 | 130637.50 | |
| 84 | (121-84) | Providing and fixing with brass screws door Alpha lock with handle of approved design (Taiwian make), cutting wood etc., to required shape and size with two operating keys as per direction of the Engineer-in-Charge. | Each | 65.00 | 3149.38 | 204709.70 | |
| 85 | (122-2) | 1/4" thick cement plaster 1:4 on soffits of ceiling cantilever slabs sides and soffits of beams etc. in basement mezzanine and ground floor including making edges corners and curing etc. complete. | 100Sft | 25313.00 | 3852.59 | 975206.11 | |
| 86 | (122-2) + (122-87) | First Floor | 100Sft | 29501.00 | 4160.09 | 1227268.15 | |
| 87 | (122-2) + (122-87) + (122-90) | Second Floor | 100Sft | 400.00 | 4396.34 | 17585.36 | |
| 88 | (122-4) | 1/2" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete . | 100Sft | 64149.00 | 4381.84 | 2810906.54 | |
| 89 | (122-4) + (122-87) | First Floor | 100Sft | 44005.00 | 4689.34 | 2063544.07 | |
| 90 | (122-4) + (122-87) + (122-90) | Second Floor | 100Sft | 11931.00 | 4925.59 | 587672.14 | |
| 91 | (122-77) + (122-83) | Colour-creting 1/4" (6.4 mm) thick 1:1:2 (1 white cement mixed with pigment, 1 marble powder and 2 marble chips zero No.) in required shade including dragging the surface with wire brushes complete with curing etc. over a base of 3/4" (19 mm) thick cement plaster 1:3 in plinth, mezzanine and ground floor including the cost of base course as directed complete, (including horizontal or vertical joints or grooves 3/8" x 1/4" (9.5 mm x 6.4 mm) size of approved design) | %Sft | 13,778 | 18,087.50 | 2492095.75 | |
| 92 | (122-77) + (122-83) + (122-88) | First Floor | %Sft | 12,424 | 18,497.50 | 2298129.40 | |
| 93 | (122-77) + (122-83) + (122-88) + (122-91) | Second Floor | %Sft | 7,031 | 18,812.50 | 1322706.88 | |
| 94 | (122-156) | Painting wood work with super glass enamel paint of approved make and shade two coats over and including the cost of one coat of priming complete at any height in any floor . | 100Sft | 4050.00 | 5624.86 | 227806.83 | |
| 95 | (122-162) | Painting with (ICI) Dulux Plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor. | 100Sft | 136940.00 | 6737.38 | 9226168.17 | |
| 96 | (122-172) | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor. | 100Sft | 5471.00 | 4408.75 | 241202.71 | |
| 97 | (122-157) | Painting plastered surface with super glass synthetic enamel paint of approved make and shade two coats over and including the cost of one coat of priming complete at any height in any floor | 100Sft | 800.00 | 5686.75 | 45494.00 | |
| 98 | (122-189a) | Lacquer polishing including sealer (ICI) on wood work at any height in any floor . | %Sft | 8,751 | 19,760.85 | 1729271.98 | |
| 99 | (124-97) | Providing and fixing PVC ribbed water stops 9" (229 mm) wide in vertical or horizontal expansion joints including cutting or jointing etc., complete in all floors. | Rft | 190 | 448.81 | 85273.90 | |
| 100 | (124-183) | Providing and fixing dampa ceiling aluminium, Denmark I Germany make 2' x 2' tiles/ strip ceiling including all accessories i.e, plump, rod etc complete as required in any floor. | Sft | 4,403 | 1,426.17 | 6279426.51 | |
| 101 | (124-186) | Providing and fixing Gypsum board 2' x 2'x 12mm tiles ceiling including Aluminum T & L angle 1" x 1" i.c hanger clips jointing clips and G.I Wire etc complete as required in any floor. | Sft. | 2558.00 | 172.73 | 441843.34 | |
| 102 | (124-192) | P/F kitchen cabinet wall mounted of 3/4" thick laminated board with best quality deodar wood frame and beading 1/8" thick hard board backing required section in approved pattern etc fixed on wall with rawal pugs,screws i/c the cost of gule , nails,screws, piano hinges, handles and painting or polishing etc as drawing complete all as respects. | Sft. | 84 | 1363.25 | 114513.00 | |
| 103 | (124-193) | P/F kitchen cabinet floor mounted of 3/4" thick laminated board with best quality deodar wood frame and beading required section in approved pattern etc fixed on floor with rawal pugs,screws i/c the cost of gule , nails,screws, piano hinges, handles and painting or polishing etc as drawing complete all as respects. | Sft. | 105 | 1178.19 | 123709.95 | |
| 104 | (124-205) | Providing and fixing of aluminum conventional system curtain wall using aluminum profile 64mm x 128mm x 2.5mm thick in anodized I powder coated RAL (as per approved) color with double glazed tempered glass unit (5mm tinted + 12mm AGU +5mm clear local (Ghanirrariq) include 100 Micronanu Shutter safety film (Rhino Solar Windows film made in Taiwan) with M.S Angle/ Bracket, Anchor Bolt, cross bolt with other SS fitting screw with PVC rubber & weather sealants & imported accessories, complete in all respect. | Sft. | 1827 | 3986.25 | 7282878.75 | |
| 105 | (124-199) | Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge. | Sft. | 36160.00 | 13.13 | 474780.80 | |
| 106 | (124-202) | Providing & fixing 2" dia stainless steel pipe (18 gauge) railing along with 4 Nos 3/4 dia paralled pipe having S/S pipe vertical post 2" dia at 3 ft C/C average spacing and 4" dia vertical post at start turing and end point including cost of labour, welding charges fitting & fixing in marble floor and wall etc complete the as per direction of the Engineer Incharge. | Rft. | 333.00 | 2234.38 | 744048.54 | |
| 107 | (127-32) | Supplying and laying hand broken 1-1/2" to 1/2" (38 mm to 13 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment) | 100Cft | 10371.00 | 8341.52 | 865099.04 | |
| 108 | Sub Total of Schedule Items = | ||||||
| 109 | Add premium @25% on Schedule Items = | 78227901.00 | |||||
| 110 | TOTAL PART-I (SCHEDULE ITEMS) = | ||||||
| 111 | PART-II (NON- SCHEDULE ITEMS) | ||||||
| 112 | Ref. Spec. No. 3000 | ||||||
| 113 | N.S - 1 | Providing and fixing in position 22 gauge expanded metal lath on areas as specified in joints etc. under plaster | Sft. | 7690.00 | 105.00 | 807450.00 | |
| 114 | Ref. Spec. No. 6600 | ||||||
| 115 | N.S - 2 | 1" thick (minimum) chemically pre-polished marble slabs on vanity counter tops of premimum quality available in the market and as approved by the Engineer (of approved colour/shade/texture), with rounded edges, jointed and pointed in 1:2 cement sand mortar (white cement with imported colour pigments) and grouted with 1:3 cement sand grout and base, including cutting, etc, complete. | Sft. | 294.00 | 1350.00 | 396900.00 | |
| 116 | WATER PROOFING/EXPANSION JOINT FILLING | ||||||
| 117 | Ref. Spec. No. 6411 | ||||||
| 118 | NS-03 | Water proofing treatment on roof slabs comprising: | |||||
| 119 | 2mm thick self adhesive bituminous membrane over primer coated surface as per manufacturers specifications. | Sft. | 31701.00 | 81.00 | 2567781.00 | ||
| 120 | Sub Total of Non-Schedule Items = | ||||||
| 122 | TOTAL A-1) PART- I + II = | ||||||
| 123 | A-2) | PLUMBING WORKS | |||||
| 124 | GENERAL NOTE | ||||||
| 125 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer. | ||||||
| 126 | SCHEDULED ITEMS | ||||||
| 127 | SANITARY FIXTURES AND FITTINGS | ||||||
| 128 | 301-26 | Providing and fixing best quality white glazed earthenware Two piece toilet (commode) coupled with flushing tank (Porta or equivalent) complete with and including the cost of plastic seat and buffers, with integral fittings complete. | Each | 30 | 25,375.00 | 761250.00 | |
| 129 | 301-28 | Providing and fixing best quality squatting type earthenware W.C.Pan (porta or equivalent) complete with and including cost of 13.6 liter best quality low level plastic flushing cistern with integral fittings complete, P.V.C. flushing pipe suitable for squating type with extra bends and length with fittings, PVC trap 04 inches (100mm)dia making requisite number of holes in walls, plinth & floor for pipe connections and making good in cement concrete 1:2:4.. | Each | 15 | 19,665.00 | 294975.00 | |
| 130 | 301-29 + (4205) | Providing and fixing approved quality earthen ware glazed vanity basin (Porta or equivalent) standard size (White/light colour) and including the cost of Chromium plated mixer 1/2" = 12 mm dia, 1-1/4” dia brass waste 1-1/4” rubber plug and chrome plated brass chain PVC waste pipe 1-1/4” dia of approved pattern etc. complete. | Each | 46 | 18,620.63 | 856548.98 | |
| 131 | 301-8 + 301-10 | Providing and fixing 25inches x 18inches (635mm x457mm) lavatory basin in white glazed earthenware with pedestal (Pakistani) complete with and including the cost of Brass oxidized bolts kit built into wall 1/2 inch (15mm) dia. Chrome plated mixer 1-1/4 inches(32 mm) rubber plug and chrome plated brass chain,1-1/4 inches(32mm) dia. brass waste of approved pattern, 1-1/4 inches (32mm) dia Malleable iron or C.P. brass traps malleable iron or brass unions and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4. | Each | 9 | 18,181.25 | 163631.25 | |
| 132 | 301-17 | Providing 1/2 inch (15 mm) dia plastic connection complete with a 1/2 inch (15 mm) dia brass stop cock two brass nuts and lining jointed to plastic pipe. | Each | 155 | 824.50 | 127797.50 | |
| 133 | 301-23 | Providing and fixing approved quality stainless steel sink 33” x 18” Pak made (Atlas) complete with brass oxidized bolt kit/angle iron brackets built into walls ½” dia CP sink mixer 1-1/4” rubber plug and CP brass chain 1-1/4” CP brass waste 1-1/4” dia malleable iron or CP brass bottle trap with malleable iron or brass unions and making requisite number of holes in walls, plinth and floor for pipe connections and making good in cement concrete 1:2:4 | Each | 4 | 16,495.00 | 65980.00 | |
| 134 | 302-3 | Providing and fixing approved quality C.P. brass toilet paper holder. | Each | 30 | 1,970.91 | 59127.30 | |
| 135 | 307-2 | Providing and fixing 1/2 inches dia. (15 mm) CP bib cocks. | Each. | 8 | 1,130.40 | 9043.20 | |
| 136 | 302-2 | Providing and fixing 24"x3/4"(610 mm x 20 mm) dia approved quality of chrome plated brass towel rail complete with brackets fixed with 1"(25 mm) long C.P brass screws and rawal plug. | Each | 15 | 2,475.50 | 37132.50 | |
| 137 | 302-5 | Providing and fixing 24inches x 18 inches (610mm x457mm) looking mirror of imported glass 5mm thick fixing with CP clamps and screws. | Each | 9 | 2,173.98 | 19565.82 | |
| 138 | 302-7 | Providing and fixing glass shelf 25 inches x 5 inches (610mm x 127mm) brackets and guard rail complete. | Each | 9 | 758.24 | 6824.16 | |
| 139 | 302-13 | Providing and fixing chromium plated Muslim bib cosk with Muslim shower of approved quality. | Each | 45 | 3,381.75 | 152178.75 | |
| 140 | 301-30 | Providing and fixing uPVC multi floor trap of sizes with grating including cutting and making the requisite number of holes in walls, plinth and floors and making good in 1:2:4 C.C. | Each | 36 | 1,459.43 | 52539.48 | |
| 141 | 315-27 | Providing & fixing C.I Cover & Frame 24" dia (610 mm) weight 2 cwt 2 Qtr (127.00 Kg.) | Each | 2 | 36,631.25 | 73262.50 | |
| 142 | (on Overhead Water Tank) | , | |||||
| 143 | WATER SUPPLY PIPES AND FITTINGS | ||||||
| 144 | Providing G.I. pipes, specials and clamps etc., including fixing, cutting and fitting, complete with and including the cost of breaking through walls and roof, making good etc., painting 2 coats after cleaning the pipe etc. with white zinc paint with pigment to match the colour of the building and testing with water to a pressure head of 200 feet (61 m) and cartage within 10 miles. (16.09km). (ILLM). of following pipe sizes: | ||||||
| 145 | 305-2 | 3/4 inch (20mm) dia pipe | Rft | 55 | 257.38 | 14155.90 | |
| 146 | 305-3 | 1 inch (25mm) dia pipe | Rft | 200 | 366.46 | 73292.00 | |
| 147 | 305-4 | 1-1/4 inch (32mm) dia pipe | Rft | 350 | 473.30 | 165655.00 | |
| 148 | 305-5 | 1-1/2 inch (40mm) dia pipe | Rft | 55 | 534.17 | 29379.35 | |
| 149 | 305-6 | 2 inch (50mm) dia pipe | Rft | 315 | 718.54 | 226340.10 | |
| 150 | Providing and fixing full way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern) of following diameters: | ||||||
| 151 | 307-8 | 3/4 inch (20mm) dia | Each | 100 | 2,017.90 | 201790.00 | |
| 152 | 307-9 | 1 inch (25mm) dia | Each | 24 | 4,012.90 | 96309.60 | |
| 153 | 307-10 | 1-1/4 inch (32mm) dia | Each | 8 | 6,366.65 | 50933.20 | |
| 154 | 307-11 | 1-1/2 inch (40mm) dia | Each | 4 | 8,169.15 | 32676.60 | |
| 155 | 307-12 | 2 inch (50mm) dia | Each | 4 | 8,699.40 | 34797.60 | |
| 156 | Providing and fixing gun-metal non-return valves with male and female ends as required of following diameters: | ||||||
| 157 | 307-30 | 1 inch (25mm) dia | Each | 8 | 4,271.60 | 34172.80 | |
| 158 | Providing and fixing PPR pipe PN-20 with specials and clamps etc, including cutting and fitting complete with and including the cost of breaking through walls and roof and making goodetc, after cleaning the pipe and cartage with in 10 miles of following diameter: | ||||||
| 159 | 306-30 | 25mm dia. | Rft | 2,600 | 215.32 | 559832.00 | |
| 160 | 306-31 | 32mm dia. | Rft | 1,100 | 320.26 | 352286.00 | |
| 161 | 306-32 | 40mm dia. | Rft | 970 | 433.66 | 420650.20 | |
| 162 | 306-33 | 50mm dia. | Rft | 210 | 747.61 | 156998.10 | |
| 163 | 306-34 | 63mm dia. | Rft | 105 | 1,147.61 | 120499.05 | |
| 164 | 306-35 | 75mm dia. | Rft | 105 | 2,018.74 | 211967.70 | |
| 165 | VALVE CHAMBER | ||||||
| 166 | 308-4 | Providing chambers 15 inches x 9 inches or 380 mm x 230 mm (inside dimensions) x 24 inches (610 mm) deep for valves, with 4-1/2 inches (115 mm) thick, burnt brick masonry walls in 1:6 C.M, 6 inches (150 mm) C.C. 1:4:8 in foundation, 1/2 inch (13 mm) thick cement plaster in 1:3 C.M. to all inside wall surfaces and to top, 1 inch (25 mm) thick C.C. 1:2:4 flooring complete with cast iron hinged cover and frame 15 inches x 9 inches or 380 mm x 230 mm (inside) clear opening (wt = 1 Qtr. or 12.7 kg.) fixed in cement concrete 1:2:4 including curing, excavation back filling and disposal of surplus earth etc., complete.. | Each | 4 | 7,367.50 | 29470.00 | |
| 167 | TOTAL (SCHEDULE ITEMS) = | ||||||
| 168 | Add PREMIUM @ 25 % above on Schedule items | 1372765.00 | |||||
| 169 | TOTAL WITH PREMIUM (SCHEDULED ITEMS) = | ||||||
| 170 | NON-SCHEDULED ITEMS | ||||||
| 171 | SANITARY FIXTURES AND FITTINGS | ||||||
| 172 | (Ref. Specs 5100) | ||||||
| 173 | NS-01 | 05mm thick Glass mirror Belgium make or approved equivalent including hard board behind it, approved beeding around it and all other fittings for complete installation | Sft | 570 | 890 | 507300.00 | |
| 174 | NS-02 | CP Soap Dish of any shape, pattern and size, of approved make, complete with plugs, screws etc., fixed to concrete, brick, stone or wood work, complete in all respects . | Each | 55 | 2,610 | 143550.00 | |
| 175 | NS-03 | CP Soap Dispenser of 01liter capacity of any shape, pattern, of approved make, complete with plugs, screws etc., fixed to concrete, brick, stone or wood work, complete in all respects . | Each | 8 | 11,445 | 91560.00 | |
| 176 | NS-04 | Grab bar/Hand rail set (02 pc's) for handicap toilet commode with fixing plugs and screws etc. fixed to concrete, brick, stone or wood work, complete in all respects. | Each | 8 | 50,330 | 402640.00 | |
| 177 | NS-05 | Dual Type (Gas + Electric) water heater heavy guage of 50 Gallons capacity, including automatic temperature/pressure relief valve on outlet and all other accessories for complete installation. | Each. | 4 | 80,445 | 321780.00 | |
| 178 | NS-06 | Electric water heater heavy duty of 50 Liters capacity, including tee stop cocks, metal flexible pipes, automatic temperature/ pressure relief valve on outlet and all other accessories for complete installation. | Each. | 5 | 61,655 | 308275.00 | |
| 179 | NS-07 | Electric water coolers of 20gallons/hr capacity, minimum two taps, including Tee stop cock on inlet, and all other accessories for complete installation. | Each | 4 | 128,220 | 512880.00 | |
| 180 | NS-08 | Water filters of following type, including all accessories for complete installation. | |||||
| 181 | (a) | Triple type filter | Each. | 4 | 38,115 | 152460.00 | |
| 182 | NS-09 | Providing and fixing CP ablution mixer of approved make including all fittings for complete installation. | Each | 1 | 8,120 | 8120.00 | |
| 183 | NS-10 | Electric Hand Dryer (automatic) with easy to mount kit of approved make & model and all required accessories complete. | Each. | 12 | 30,425 | 365100.00 | |
| 184 | WATER SUPPLY PIPES AND FITTINGS | ||||||
| 185 | (Ref. Specs 5100, 5220, 5280) | ||||||
| 186 | NS-11 | 01" thick Glass wool thermal insulation for cold and hot water GI pipes (in exposed conditions) including aluminium vapour barrier and GI (28swg) cladding and all other required accessories complete for following pipe diameters | |||||
| 187 | (a) | 3/4 inch (20mm) dia pipe | Rft | 20 | 415 | 8300.00 | |
| 188 | (b) | 1 inch (25mm) dia pipe | Rft | 200 | 465 | 93000.00 | |
| 189 | (c) | 1-1/4 inch (32mm) dia pipe | Rft | 350 | 505 | 176750.00 | |
| 190 | (d) | 1-1/2 inch (40mm) dia pipe | Rft | 20 | 555 | 11100.00 | |
| 191 | (e) | 2 inch (50mm) dia pipe | Rft | 210 | 630 | 132300.00 | |
| 192 | VALVES | ||||||
| 193 | (Ref. Specs 5100, 5220) | ||||||
| 194 | NS-12 | Air relief valves, of approved manufacturers, including jointing arrangement of pipes on both ends of valves; nuts, bolts etc. complete in all respects. | |||||
| 195 | (a) | 3/4 inches | Each | 14 | 3,465 | 48510.00 | |
| 196 | NS-13 | Providing and Fixing brass ball float valve including jointing arrangement with pipe; etc. complete in all respects. | |||||
| 197 | (a) | 02 inches | Each | 2 | 10,675 | 21350.00 | |
| 198 | SOIL, WASTE AND VENT PIPES & FITTINGS | ||||||
| 199 | (Ref. Specs 5100) | ||||||
| 200 | NS-14 | uPVC Soil, Waste and vent pipes conforming to ISO:3633 type "B" or BS-4514/5255 class "A" of the following diameters, including imported rubber ring/solvent cement fittings, hangers & supports, jointing, cutting, breaking concrete/masonry and then making it good, core cutting & filling with non shrink grout of approved manufacturer wherever required and applying painting, cleaning and testing etc. complete in all respects. | |||||
| 201 | (a) | 1-1/2 inches | Rft | 280 | 350 | 98000.00 | |
| 202 | (b) | 2 inches | Rft | 650 | 480 | 312000.00 | |
| 203 | (c) | 3 inches | Rft | 1,970 | 925 | 1822250.00 | |
| 204 | (d) | 4 inches | Rft | 1,530 | 1,225 | 1874250.00 | |
| 205 | (e) | 6 inches | Rft | 20 | 1,715 | 34300.00 | |
| 206 | NS-15 | 3"dia uPVC Floor Trap with SS Top Tile strainer; supports; making required number of connections; breaking concrete or masonry work & then making it good; etc. | Each | 40 | 6,380 | 255200.00 | |
| 207 | NS-16 | uPVC Floor Cleanout of the following diameter, including Stainless Steel-304 top tile access plug, transition pipe, breaking concrete or masonry work & then making it good, etc. complete in all respects. | |||||
| 208 | (a) | 3 inches | Each | 12 | 9,150 | 109800.00 | |
| 209 | (b) | 4 inches | Each | 12 | 10,135 | 121620.00 | |
| 210 | NS-17 | Cawal on vent pipes of the following diameter. | |||||
| 211 | (a) | 3 inches | Each | 10 | 375 | 3750.00 | |
| 212 | NS-18 | Construction of Gully Trap Chamber (12" x12" clear) including supply & fixing of 4" deep seal C.I. gully trap, construction of 4-1/2" thick brick masonry in 1:4 c/s mortar, 3" thick 1:4:8 P.C.C at bottom, 1:3:6 P.C.C around trap, (12" x 12") CI cover with frame (7 Kg), 1/2" thick 1:3 c/s plaster on inner face, etc complete in all respects as shown in drawings or as directed. | Each | 14 | 20,720 | 290080.00 | |
| 213 | RAIN WATER AND STORM DRAINAGE PIPES & FITTINGS | ||||||
| 214 | (Ref. Specs 5100, 5230) | ||||||
| 215 | NS-19 | uPVC Rain water pipes conforming to ISO:3633 type "B" or BS-4514/5255 class "A" of the following diameters, including imported rubber ring/solvent cement fittings, jointing, cutting, and breaking concrete/masonry and then making it good, applying painting, cleaning and testing etc. complete in all respects. | |||||
| 216 | (a) | 03 inches | Rft | 35 | 710 | 24850.00 | |
| 217 | (b) | 04 inches | Rft | 550 | 955 | 525250.00 | |
| 218 | (c) | 06 inches | Rft | 30 | 1,480 | 44400.00 | |
| 219 | NS-20 | CI roof drain of approved make of following diameters, including Brass strainer, flushing material, and all accessories for complete installation, as per specifications. | |||||
| 220 | (a) | 03 inches | Each | 2 | 11,865 | 23730.00 | |
| 221 | (b) | 04 inches | Each | 13 | 11,865 | 154245.00 | |
| 222 | (c) | 06 inches | Each | 1 | 15,615 | 15615.00 | |
| 223 | FIRE FIGHTING | ||||||
| 224 | (Ref. Specs 5150, 5220) | ||||||
| 225 | NS-21 | MS pipes with specials and clamps etc, conforming to ASTM A53 Sch. 40, Grade-B including fixing, cutting, welding, fixing & support systems; and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, painting with two coats of approved enamel paint after cleaning the pipe. | |||||
| 226 | (a) | 1.5 inches | Rft | 65 | 850 | 55250.00 | |
| 227 | (b) | 2 inches | Rft | 30 | 1,130 | 33900.00 | |
| 228 | (c) | 3 inches | Rft | 20 | 2,210 | 44200.00 | |
| 229 | (d) | 4 inches | Rft | 265 | 3,100 | 821500.00 | |
| 230 | NS-22 | Supply and installation of steel fire hose cabinet,double compartment, including fire hose reel (25mm x 30m) swinging type with pressure guage and pressure reducing valve brass valved nozzle at one end, 01"dia. Hydrant valve in upper compartment, and fire extinguishers in lower compartment & all accessories for complete installation. | Each | 6 | 316,425 | 1898550.00 | |
| 231 | NS-23 | Fire Extinguisher (BS EN-3) of following types. | |||||
| 232 | (a) | Dry Chemical Powder Fire Extinguisher 6Kg Capacity. | Each | 10 | 17,705 | 177050.00 | |
| 233 | (b) | Foam Type fire extinhuisher capacity 10litres. | Each | 10 | 22,050 | 220500.00 | |
| 234 | MISCELLANEOUS | ||||||
| 235 | (Ref. Specs 5100,5230) | ||||||
| 236 | NS-24 | 3/4" diameter Galvanised MS ladder rungs for underground and overhead water tanks; each rung of 18" width, 6" projected outside the wall and 6" embeded in RCC on both ends; including all necessary works for complete installation. | Each | 10 | 1,755 | 17550.00 | |
| 237 | NS-25 | Dia 2" u-turned G.I. vent pipes, pudddle plate, with insect proof mesh at open end etc., complete in all respects. | Job | 2 | 5,090 | 10180.00 | |
| 238 | TOTAL (NON-SCHEDULED) = | ||||||
| 239 | TOTAL A-2) SCHEDULED + NON-SCHEDULED ITEMS = | ||||||
| 240 | A-3) | ELECTRICAL WORKS | |||||
| 241 | SCHEDULED ITEMS | ||||||
| 242 | 2-3 | Point wiring in recessed PVC conduit | |||||
| 243 | 2-3-01 | Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall , column , roof including 1 mm² single core pvc insulated wire as ECC as Required. | Point | 1,000 | 2,836 | 2836000.00 | |
| 244 | 2-7 | Extension /Additional Point wiring | |||||
| 245 | 2-7-03 | Extension /additional wiring for light fan call bell or light plug point controlled with same switch with (3/.029") pvc insulated wire in 20 mm (3/4") dia PVC conduit recessed in the wall , column or roof including 1mm² single core pvc insulated wire as ECC as required | P/Point | 600 | 1,179 | 707400.00 | |
| 246 | 2-26 | Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts | |||||
| 247 | 2-26-05 | Supply & drawing of 10 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required. | Rft | 4,600 | 139 | 639400.00 | |
| 248 | 2-26-20 | Supply & drawing of 16 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 520 | 219 | 113880.00 | |
| 249 | 2-26-21 | Supply & drawing of 25 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 20 | 327 | 6540.00 | |
| 250 | 2-26-22 | Supply & drawing of 35 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 100 | 438 | 43800.00 | |
| 251 | 2-26-23 | Supply & drawing of 50 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 100 | 590 | 59000.00 | |
| 252 | 2-26-24 | Supply & drawing of 70 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 500 | 843 | 421500.00 | |
| 253 | 2-26-25 | Supply & drawing of 95 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 1,800 | 1,158 | 2084400.00 | |
| 254 | 2-26-26 | Supply & drawing of 120 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 20 | 1,452 | 29040.00 | |
| 255 | 2-26-27 | Supply & drawing of 150 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 20 | 1,825 | 36500.00 | |
| 256 | 2-26-28 | Supply & drawing of 185 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 2,100 | 2,217 | 4655700.00 | |
| 257 | 2-26-29 | Supply & drawing of 240 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 20 | 2,908 | 58160.00 | |
| 258 | 2-35 | 2 Wire with ECC wire in PVC REC ESSED conduits | |||||
| 259 | 2-35-02 | Wiring for sub-main with 2x2.5 mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm (3/4") dia PVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required. (from DB to Switch, Switch to Switch) | Rft | 15,000 | 137 | 2055000.00 | |
| 260 | 2-35-03 | Wiring for sub-main with 2x4 mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm (3/4") dia PVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required.(Db to first Socket 13A/15A , Socket to Socket) | Rft | 20,000 | 195 | 3900000.00 | |
| 261 | 2-35-04 | Wiring for sub-main with 2x6 mm², PVC insulated wire 300/500 volts grade, single core, stranded copper conductor wire in 20 mm (3/4") dia PVC conduit recessed in the wall, column and roof etc including 1.5 mm² PVC insulated wire single core wire as ECC as required | Rft | 4,500 | 245 | 1102500.00 | |
| 262 | 2-61 | UPVC CONDUIT & DUCT | |||||
| 263 | 2-61-05 | Supply and fixing 50mm (2") dia Upvc conduit with all especial such as bends, sockets, junction etc Fitted on surface as required | P/Rft | 1,500 | 231 | 346500.00 | |
| 264 | 2-61-06 | Supply and fixing 20mm (3/4") dia Upvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required | P/Rft | 500 | 49 | 24500.00 | |
| 265 | 2-61-07 | Supply and fixing 25mm (1") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required | P/Rft | 17,000 | 55 | 935000.00 | |
| 266 | 2-61-08 | Supply and fixing 30mm (1-1/4") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required | P/Rft | 100 | 78 | 7800.00 | |
| 267 | 306-23 | Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 2 inches (50 mm) dia pipe | P/Rft | 3,220 | 435 | 1399798.40 | |
| 268 | 306-24 | Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 3 inches (80 mm) dia pipe | P/Rft | 200 | 503 | 100694.00 | |
| 269 | 306-25 | Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 4 inches (100mm) dia pipe.. | P/Rft | 4,080 | 600 | 2448040.80 | |
| 270 | 2-66 | SCHNEIDER /PHILIPS ACCESSORIES ON RECESSED METAL BOARD | |||||
| 271 | 2-66-01 | Providing & fixing 10 Amps Polycarbonate flame retardant, S.P Switch with fancy required gang plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider/ Philips) | Each. | 150 | 471 | 70650.00 | |
| 272 | 2-66-02 | Providing & fixing 10 Amps Polycarbonate flame retardant, Two way Switch with fancy required gang plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. | Each. | 6 | 531 | 3186.00 | |
| 273 | 2-66-06 | Providing & fixing 15 Amps Polycarbonate flame retardant 3-Pin switch socket unit with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Clipsal make) | Each | 23 | 1,290 | 29670.00 | |
| 274 | 2-78 | (Philips,signify) | |||||
| 275 | 2-77-02( i) | Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 100-110lm/ watt effeciency .9 or above power factor, 40000-50000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (30-34) Watts | Each | 1 | 16,300 | 16300.00 | |
| 276 | 2-78 | (Sunlight , Pierlite , Future Technology) | |||||
| 277 | 2-78-01( a) | Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (7-10) Watts | Each | 370 | 1,824 | 674880.00 | |
| 278 | 2-78-01( b) | Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (12) Watts | Each | 90 | 2,198 | 197820.00 | |
| 279 | 2-78-01( c) | Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (18-20) Watts | Each | 34 | 2,886 | 98124.00 | |
| 280 | 2-78-01( d) | Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (22-24) Watts | Each | 1 | 4,222 | 4222.00 | |
| 281 | 2-78-02( c) | Supply installation testing & commisioning of recessed / surface mounted LED panel light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (48) Watts 2x2ft | Each | 25 | 12,525 | 313125.00 | |
| 282 | 2-78-02( d) | Supply installation testing & commisioning of recessed / surface mounted LED panel light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (48) Watts 1x4ft | Each | 340 | 12,525 | 4258500.00 | |
| 283 | 2-78-03( a) | Supply installation testing & commisioning of LED Tube / Batten Lights including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 10000-15000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (18-20) Watts 2 Feet | Each | 45 | 1,957 | 88065.00 | |
| 284 | 2-78-03( b) | Supply installation testing & commisioning of LED Tube / Batten Lights including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 10000-15000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (18-20) Watts 4 Feet | Each | 15 | 2,336 | 35040.00 | |
| 285 | 2-78-09 | Providing, Installation, Testing & Commissioning of Emergency Lights, including connection, complete in all respect as approved by the Engineer lncharge( 2w + 2x4 Watts Emergency Exit Light) | Each | 10 | 7,402 | 74020.00 | |
| 286 | 2-78-09 | Providing, Installation, Testing & Commissioning of Emergency Lights, including connection, complete in all respect as approved by the Engineer lncharge( 3-4 Watts Emergency Light) | Each | 5 | 6,137 | 30685.00 | |
| 287 | 2-78-09 | Providing, Installation, Testing & Commissioning of Emergency Lights, including connection, complete in all respect as approved by the Engineer lncharge( 5-7 Watts Emergency Light) | Each | 5 | 7,402 | 37010.00 | |
| 288 | 2-80 | CEILING FANS | |||||
| 289 | 2·80·03 | Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down, rod including connection with 14.0076" flexible wire complete as required. (without regulator) Pak, Rovat FC,Younas, Millat | Each | 260 | 9,349 | 2430740.00 | |
| 290 | 2-87 | FAN CLAMPS, DOWN ROD & MAKING HOLE. | |||||
| 291 | 2-87-01 | Providing & installing of Ceiling fan down rod 3/4" dia heavy gauge GI pipe of require length, one end arrangement for fan insulator and other end duly threaded and hole for split pin etc to be hold all sweep ceiling fan as required. | P/Rft. | 260 | 70 | 18200.00 | |
| 292 | 2-81 | WALL BRACKET FANS | |||||
| 293 | 2-81-01 | Providing & installing 35 Cm (18") sweep wall bracket fan complete with blades, regulator and pulling cord switch, fitted on wall or column with GI clip including connection as required. Pak, Royal, GFC, Younas, Millat. | Each | 10 | 4,100 | 41000.00 | |
| 294 | 2-83 | Metallic Body Exhaust Fans | |||||
| 295 | 2-83-02 | Providing & installing 30 Cm (12") sweep, metallic body Exhaust fan ·complete with blades, motor, etc fitted in existing hole inc!uding connection with 14/.0076'' flexible wire complete as required Pak, Royal, GFC,Younas,Millat. | Each | 15 | 4,400 | 66000.00 | |
| 296 | 2-85 | Plastic BodyExhaust Fans | |||||
| 297 | 2-85-02 | Providing & installing 25 Cm (10") sweep Double action Plastic body exhaust fan complete with blades, motor & regulator & pulling cord switch etc. fixed in existing hole including connection with 14 /.0076" flexible wire complete as required . Millat / Pak / Asia / Younas / Climax / Royal. | Each | 12 | 4,249 | 50988.00 | |
| 298 | 3-04 | 4 CORE LT UN ARMOURED CABLE IN EXISTING CONDUIT OR CABLE DUCT | |||||
| 299 | 3-4-01(a) | Providing & laying 4 core, 16 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 3200 | 804 | 2572800.00 | |
| 300 | 3-4-01(b) | Providing & laying 4 core, 25 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 500 | 1,223 | 611500.00 | |
| 301 | 3-4-01(c) | Providing & laying 4 core, 35 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 20 | 1,668 | 33360.00 | |
| 302 | 3-4-01(d) | Providing & laying 4 core, 50 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 20 | 2,258 | 45160.00 | |
| 303 | 3-4-01(e) | Providing & laying 4 core, 70 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 100 | 3,209 | 320900.00 | |
| 304 | 3-4-01(g) | Providing & laying 4 core, 120 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 500 | 5,593 | 2796500.00 | |
| 305 | 3-08 | EARTHING AND LIGHTNING ARRESTOR | |||||
| 306 | 3-8-04 | Providing and fixing 1'' diameter 3ft long lighting copper rod with five spikes and balls on its head as required. | Job | 2 | 26,301 | 52602.00 | |
| 307 | 3-8-05 | Providing and fixing 1-1/2'' x 1/8'' Thick copper strip with suitable saddle at 12'' intervals complete as required. | P/Rft | 1,500 | 268 | 402000.00 | |
| 308 | 7-1 | ADDRESSABLE FIRE ALARM SYSTEM | |||||
| 309 | 7-1-02 | Providing, fixing, testing and commissioning of microprocessor based 02 loop addressable fire control panel extendable to 4 loop with the use of Network Card, surface /recessed mounting type with full switching programming capabilities ,system suitable for operation at 230 volts 50hz with full functionality as per specification, drawing, etc complete in all respect as approved by the Engineer lncharge | Job | 1 | 466,923 | 466923.00 | |
| 310 | '7-1-06 | Providing and fixing , testing and commissioning of addressable optical smoke detector with addressable base with full functionality switching programing capabilites system as per specification & recomendation of drawings / manufacturer with allied components complete in all respect as approved by the Engineer incharge. | Job | 110 | 7,919 | 871090.00 | |
| 311 | '7-1-07 | Providing and fixing , testing and commissioning of addressable optical heat detector with addressable base with full functionality switching programing capabilites system as per specification & recomendation of drawings / manufacturer with allied components complete in all respect as approved by the Engineer incharge. | Job | 5 | 7,919 | 39595.00 | |
| 312 | '7-1-09 | Providing and fixing , testing and commissioning of addressable manual call point with addressable base with full functionality switching programing capabilites system as per specification & recomendation of drawings / manufacturer with allied components complete in all respect as approved by the Engineer incharge. | Job | 5 | 12,522 | 62610.00 | |
| 313 | '7-1-11 | Providing and fixing, testing and commissioning of addressable Wall sounder with flasher with full functionality switching programing capabilites system as per specification & recomendation of drawings / manufacturer with allied components complete in all respect as approved by the Engineer incharge. | Job | 5 | 23,334 | 116670.00 | |
| 314 | 7-3 | FIRE RESISTANT CABLE | |||||
| 315 | '7-3-01 | Providing, fixing, Two core, 1.5mm, Fire resistant cable, minimum fire rating of 2 hour, laid with conduit (25mm dia}, complete in all respect, as approved by the Engineer in-charge. | P/Rft | 3,500 | 137 | 477926.38 | |
| 316 | 8-4 | IP CCTV SYSTEM | |||||
| 317 | 8-4-04 | Supply, installation, testing and commissioning of Bullet. IP camera having following specifications:- Image device: At least 1/3 inch, Resolution & frames/sec: At least 4 MP/25fps, Video Compression: H.265,H.264, MJPEG, Focal length: fixed of 2.8mm,4mm or 8mm. Min illumination: 0 lux(B/W), 0.15 lux (Colour), Infrared viewable length: Al least 30 m. Weather proof standard: IP 66 at least, Vandal proof standard: At least IK10, complete in all respect as approved by the Engineer lncharge | Job. | 15 | 59,367 | 890505.00 | |
| 318 | 8-4-02 | Supply, installation, testing and commissioning of mini Dome IP camera having following specifications:- Image device: At least 1/3 inch, Resolution & frames/sec: At least 4 MP/25fps, Video·compression; H.265,H.264, MJPEG, Focal length: fixed of 2.8mm,4mm or 8mm. Min illumination: o lux(B/W), 0, 15 lux (Colour), Infrared viewable length: Al least 30 m, Weather proof standard: IP 66 at least, Vandal proof standard: Al least 1K10, complete in all respect as approved by the Engineer lncharge | Job. | 2 | 60,577 | 121154.00 | |
| 319 | 8-5 | CAT-6 CABLE | |||||
| 320 | 8-5-01 | Wiring of CCTV Camera with UTP Cat-6 in existing PVC Conduits/duct i/c conectors complete in all respect. | P/ Rft | 2,000 | 74 | 148132.80 | |
| 321 | 8-11 | FIBER OPTIC/MEDIA CONVERTER/ODF | |||||
| 322 | 8-11-03 | Providing, Supplying,installation, fitting, fixing and commissioning of 12 Core single mode Fiber Optics Cable in given existing PVC Conduit, Box Conduit,complete in all respect as approved by the Engineer Incharge. | P/ Rft | 600 | 522 | 313090.55 | |
| 323 | 8-11-01 | Providing, Supplying,installation, fitting, fixing and commissioning of 4 Core single mode Fiber Optics Cable in given existing PVC Conduit, Box Conduit,complete in all respect as approved by the Engineer Incharge. | P/ Rft | 600 | 535 | 320771.51 | |
| 324 | CIVIL WORKS | ||||||
| 325 | 3-9 | EXCAVATION | |||||
| 326 | 3-09-01 | Excavation in soft soil including lift upto 5ft and filling excavated earth including breaking clods dressing, watering, consolidation and ramming in layers to full compaction i/c disposal of surplus excavated stuff as directed as required. | P/CFT | 1,000 | 11 | 11270.09 | |
| 327 | 3-09-03 | Excavation in Hard soil including lift up to 5ft and filling excavated earth including ,breaking clods, dressing ,watering, consolidation and ramming: in layers to full compaction l/c disposal of surplus us excavated stuff as directed. | P/CFT | 1,000 | 15.00 | 15000.00 | |
| 328 | CABLE PULLING PIT (5 No. 2'X2'X3') | ||||||
| 329 | EARTH WORK | ||||||
| 330 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 331 | 103-1 | Lift upto 5 feet | 100CFT | 137 | 1624.63 | 2220.29 | |
| 332 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 333 | 103-2 | Lift upto 5 feet | 100cft | 55 | 1862.13 | 1017.95 | |
| 334 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 335 | 103-5 | Lift upto 5 feet | 100cft | 27 | 5547.38 | 1516.25 | |
| 336 | Excavation for foundation trenches and drains in soft or disintegrated rock by hammering, chiselling and Jumper work including, stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 337 | 103-7 | Lift upto 5 feet | 100cft | 27 | 2328.63 | 636.48 | |
| 338 | Excavation for foundation trenches and drains in hard rock by hammering chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 339 | 103-8 | Lift upto 5 feet | 100cft | 27 | 4434.88 | 1212.18 | |
| 340 | RCC CHAMBER | ||||||
| 341 | 106-11 | Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level. | 100cft | 16 | 32221.55 | 5180.62 | |
| 342 | 114-2 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100cft | 24 | 33562.40 | 7929.12 | |
| 343 | 114-10 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth | 100cft | 79 | 55457.69 | 43672.93 | |
| 344 | 114-56 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | 100cft | 24 | 45945.52 | 10854.63 | |
| 345 | 114-167 | Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | kg | 286 | 266.70 | 76200.00 | |
| 346 | CARRIAGE | ||||||
| 347 | 134-2 | Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site: | |||||
| 348 | i) | 1/2 mile (0.80km) lead of part thereof. | 100cft | 85 | 332.98 | 284.14 | |
| 349 | ii) | 1 mile (1.6 km) lead. | 100cft | 43 | 383.79 | 163.75 | |
| 350 | iii) | 2 miles (3.2 km) lead. | 100cft | 85 | 483.37 | 412.47 | |
| 351 | Total PART-I = | ||||||
| 352 | Add 25% Premium on Schedule items | 10847560.00 | |||||
| 353 | TOTAL PART-I (SCHEDULE ITEMS) WITH PREMIUM @ 25%= | ||||||
| 354 | NON SCHEDULED ITEMS | ||||||
| 355 | Supply, installation, testing and commissioning of the following items of work (unless specifically stated otherwise) including all material, labour, tools, plant, accessories, related civil works, etc., required for proper completion of each item as per specifications (Section-8001 "General Specifications for Electrical Works" shall be applicable to all BOQ items). | ||||||
| 356 | MAIN SWITCHBOARDS /SUB MAIN DISTRIBUTION BOARDS | ||||||
| 357 | (Ref. Spec. Nos. 8001 , 8133) | ||||||
| 358 | NS-E-01 | Following L.T. Switchboard and Submain Distribution Boards, (as per single line diagram shown on the drawing), including all control wiring, foundation, related civil works and all accessories, complete in all respects. | |||||
| 359 | a) | LT PANEL | Job | 1 | 1,976,329 | 1976329.00 | |
| 360 | b) | EMDB | Job | 1 | 858,515 | 858515.00 | |
| 361 | c) | PFIP | Job | 1 | 757,838 | 757838.00 | |
| 362 | d) | LDB-GF1, FF1 | Job | 2 | 178,973 | 357946.00 | |
| 363 | e) | LDB-GF2, FF2 | Job | 2 | 170,900 | 341800.00 | |
| 364 | f) | PDB-GF1,GF2 | Job | 2 | 167,200 | 334400.00 | |
| 365 | g) | PDB-FF1, FF2 | Job | 2 | 160,743 | 321486.00 | |
| 366 | h) | DB-ACGF1,DB-ACGF2 | Job | 2 | 209,247 | 418494.00 | |
| 367 | i) | DB-ACFF1 | Job | 1 | 143,756 | 143756.00 | |
| 368 | j) | DB-ACFF2 | Job | 1 | 103,391 | 103391.00 | |
| 369 | k) | DB-CL | Job | 1 | 146,681 | 146681.00 | |
| 370 | l) | DB-LIFT | Job | 1 | 117,182 | 117182.00 | |
| 371 | LT CABLES | ||||||
| 372 | (Ref. Specification Section-8001, 8212) | ||||||
| 373 | NS-E-02 | 10 sqmm, 4 core CU/PVC/PVC stranded copper conductor cable, 600/1000 V grade in already installed conduit/on cable tray . | Rft. | 1400 | 1023 | 1432200.00 | |
| 374 | NS-E-03 | 6 sqmm, 2-Core CU/PVC stranded copper conductor cable, 600/1000 V grade in all kinds of existing or given conduit / cable duct as required. | Rft | 100 | 398 | 39800.00 | |
| 375 | LED LIGHT FIXTURE | ||||||
| 376 | (Ref. Spec. Nos. 8001, 8150) | ||||||
| 377 | Supply, installation, testing & commissioning of the following types of light fixtures including LED Light with driver, internal wiring complete with all mounting accessories as per architectural arrangements/ requirements, dust & moisture protected and corrosion proof and suitable for this area as acceptably supplied and installed and as approved by the Engineer. | ||||||
| 378 | NS-E-04 | Decorative type Wall Bracket Light with 2x10W LED Bulb | Each | 25 | 6,740 | 168500.00 | |
| 379 | NS-E-05 | Surface mounted LED industrial type light fixture, min 3800 lumens IP65 (1200mm) with PC Cover and hanging arrangement.(for service areas) | Each | 5 | 11,700 | 58500.00 | |
| 380 | NS-E-06 | Strip light with connectors & drivers | Rft | 50 | 2,525 | 126250.00 | |
| 381 | NS-E-07 | Weather Proof Planter Spot light fixture with 9 Watt LED. | Each | 6 | 11,019 | 66114.00 | |
| 382 | NS-E-08 | Weather Proof recessed type LED step light | Each | 6 | 19,665 | 117990.00 | |
| 383 | NS-E-09 | 12 W Weather Proof Bulkhead die cast aluminum body WALL mounted OUTDOOR LIGHT IP 55 or better | Each | 50 | 12,989 | 649450.00 | |
| 384 | NS-E-10 | Hanging system for lights with frame | Each | 340 | 12,989 | 4416260.00 | |
| 385 | WIRING ACCESSORIES | ||||||
| 386 | (Ref. Specification Section-8001, 8220) | ||||||
| 387 | NS-E-11 | Simplex Universal Switch socket outlet with switch 13 A, 230V. Mounting Height as per site including appropriate size powder coated metallic back box. | No. | 330 | 2,487 | 820710.00 | |
| 388 | EARTHING | ||||||
| 389 | (Ref. Spec. Nos. 8001, 8240) | ||||||
| 390 | NS-E-12 | Earth Electrode for earthing shall comprise of 75 mm x 4877 mm x 6 mm thick copper plate with 4 Nos. 6 mm dia brass nuts, bolts and washers 70 sqmm HDHC Copper wire as earthing leads. | |||||
| 391 | A 100 mm dia Medium Duty GI pipe shall be used with 10 mm dia holes @500 mm c-c. The total length of this GI pipe should be 45 ft. | ||||||
| 392 | A 150 mm dia 80 ft long hole should be drilled in ground by percussion method and above mentioned 100 mm dia medium duty GI pipe should be fixed in this hole simultaneously up to the depth of 60 ft from NSL. | ||||||
| 393 | When the drilling up to 80 ft depth is complete, The above mentioned earth electrode shall be drop down to the bottom of the hole with the help of 2 Nos 70 sqmm earth leads. | ||||||
| 394 | Once the plate is in place fill in the hole with moisture retaining bentonite slurry with tremie method up to the top. When the bentonite settle down cast a (1:4:8) concrete manhole 700 mm x 700 mm & 500 mm deep as shown in the drawing. Place a medium duty CI cover as shown in the drawing. | Job | 4 | 238,848.00 | 955392.00 | ||
| 395 | NS-E-13 | 305 mm long, 50 mm wide and 6mm thick copper busbar as ECP (Earth Connecting Point) complete with insulators, washers, nuts, bolts mounting installation and operational accessories as per site requirements. | Each | 4 | 6,960 | 27840.00 | |
| 396 | NS-E-14 | Earth electrode for lightning protection system comprise 1/2" dia, 10' long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of twelve inches below the ground surface. The earth electrode includes excavation, backfilling, etc. | Job. | 20 | 23,466.00 | 469320.00 | |
| 397 | MISELLANEOUS ITEMS | ||||||
| 398 | (Ref. Spec. Nos. 8001, 8290) | ||||||
| 399 | Following rating SP&N/TP&N load break switches AC-3 duty in weather proof enclosure of the following rating: | ||||||
| 400 | NS-E-15 | 32 Amp, SP&N ( for geyser) | Each | 5 | 7,151 | 35755.00 | |
| 401 | NS-E-16 | 20 Amp, SP&N (for AC) | Each | 40 | 6,371 | 254840.00 | |
| 402 | NS-E-17 | 16 Amps, 400 Volts 5 Pole Industrial Socket | No. | 10 | 6,441 | 64410.00 | |
| 403 | Following sizes of perforated G.I. sheet cable trays with cover including joints, bend, mounting brackets hanger complete with all accessories. | ||||||
| 404 | NS-E-18 | 4" x 2" | Rft. | 100 | 1,300 | 130000.00 | |
| 405 | NS-E-19 | 6" x 4" | Rft. | 500 | 2,170 | 1085000.00 | |
| 406 | NS-E-20 | 12" x 3" | Rft. | 100 | 2,090 | 209000.00 | |
| 407 | NS-E-21 | 24" x3" | Rft. | 500 | 3,623 | 1811500.00 | |
| 408 | NS-E-22 | 24 inch wall bracket fan | No. | 1 | 15,484 | 15484.00 | |
| 409 | IP CCTV SYSTEM | ||||||
| 410 | (Ref. Spec. Nos. 8001, 8335) | ||||||
| 411 | NS-E-23 | Simplex Face plate with RJ-45 I/0 CAT-6 UTP telecommunication outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. including all mounting accessories. | No. | 18 | 2,649 | 47682.00 | |
| 412 | NS-E-24 | 19" Rack mounted Front Cable Management with all installation accessories. | Job. | 1 | 7,103 | 7103.00 | |
| 413 | NS-E-25 | Supply, Installation of UTP - Cat-6, Patch Cords Support 1.0G Giga Network at 250 Mhz machine made. Installed between patch panel & Network switch and face plate | |||||
| 414 | i) | 1.0 m Length | No. | 18 | 1,814 | 32652.00 | |
| 415 | ii) | 3.0 m Length | No. | 18 | 2,434 | 43812.00 | |
| 416 | NS-E-26 | Supply, Installation & Connecting up of UTP- Cat-6,steel Frame Patch Panel with 24 port modular UTP - Cat-6, Loaded with BLUE CAT I/O UTP , Keystone Jacks Toolless, Support 1.0 Gigabit Network including rear cable management . | No. | 1 | 45,181 | 45181.00 | |
| 417 | NS-E-27 | Supply, Installation of wall mounted 12U (600 x 550mm) data cabinet imported, double section, including fans with lockable front glass door two side opening, 06 Way power distribution unit rack mounted IP 20. | No. | 1 | 65,013 | 65013.00 | |
| 418 | NS-E-28 | Installation, Testing ,Commisioning of CCTV system. | Job | 1 | 100,000 | 200000.00 | |
| 419 | STRUCTURED CABLING NETWORK (TELEPHONE & NETWORKING) | ||||||
| 420 | (Ref. Spec. Nos. 8001, 8312) | ||||||
| 421 | NS-E-29 | Wiring from RJ45 outlet point to relevant Building / floor distributor with CAT-6 UTP cable in already laid concealed conduit / already installed cable tray or cable trunking including all accessories complete in all respect. | No. | 200 | 16,416 | 3283200.00 | |
| 422 | NS-E-30 | Simplex Face plate with RJ-45 I/0 CAT-6 UTP telecommunication outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. including all mounting accessories. | No. | 200 | 2,649 | 529800.00 | |
| 423 | NS-E-31 | 19" Rack mounted Front Cable Management with all installation accessories. | No. | 10 | 7,103 | 71030.00 | |
| 424 | NS-E-32 | Supply, Installation of UTP - Cat-6, Patch Cords Support 1.0G Giga Network at 250 Mhz machine made. Installed between patch panel & Network switch and face plate | |||||
| 425 | i) | 1.0 m Length | No. | 200 | 1,814 | 362800.00 | |
| 426 | ii) | 3.0 m Length | No. | 200 | 2,434 | 486800.00 | |
| 427 | NS-E-33 | Supply, Installation & Connecting up of UTP- Cat-6,steel Frame Patch Panel with 24 port modular UTP - Cat-6, Loaded with BLUE CAT I/O UTP , Keystone Jacks Toolless, Support 1.0 Gigabit Network including rear cable management . | No. | 12 | 45,181 | 542172.00 | |
| 428 | NS-E-34 | Supply, Installation & Connecting up of UTP- Cat-6,steel Frame Patch Panel with 8 port modular UTP - Cat-6, Loaded with BLUE CAT I/O UTP , Keystone Jacks Toolless, Support 1.0 Gigabit Network including rear cable management . | No. | 1 | 27,481 | 27481.00 | |
| 429 | NS-E-35 | Supply, Installation of wall mounted 12U (600 x 550mm) data cabinet imported, double section, including fans with lockable front glass door two side opening, 06 Way power distribution unit rack mounted IP 20. | No. | 5 | 65,013 | 325065.00 | |
| 430 | NS-E-35 | Supply ,Installation of 42U 800X1000mm Imported,Perforated Cabinet with two vertically mounted PDU 32A,220V in Rear and 2 Vertical Cable Managers in Front ,Including Fan Units IP-20 Rated , Cold Rolled Steel Cabinet (MAIN SERVER ROOM) | Each. | 2 | 393,189 | 786378.00 | |
| 431 | NS-E-37 | Floor Box for 4 numbers Power sockets and 2 numbers Data sockets as approved by the Engineer. | No. | 5 | 22,000 | 110000.00 | |
| 432 | NS-E-38 | Installation, Testing, Commisioning of Telephone & Networking system. | Job | 1 | 200000 | 200000.00 | |
| 433 | CONDUITS & PIPES | ||||||
| 434 | (Ref. Spec. Sec. 8001 8230) | ||||||
| 435 | NS-E-39 | Supply and Installation of 4" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. | Rft | 20 | 1,296 | 25920.00 | |
| 436 | NS-E-40 | Supply and Installation of 3" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. | Rft | 20 | 799 | 15980.00 | |
| 437 | NS-E-41 | Supply and Installation of 2" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. | Rft | 20 | 370 | 7400.00 | |
| 438 | PUBLIC ADDRESS SYSTEM FOR LEC THEATRE | ||||||
| 439 | (Ref. Specification Section-8001, 8341) | ||||||
| 440 | NS-E-42 | 50 watt wall mount speaker | No. | 4 | 140,628 | 562512.00 | |
| 441 | NS-E-43 | 15 watt wall mount speaker | No. | 1 | 75,285 | 75285.00 | |
| 442 | NS-E-44 | Power amplifier 480 watt 8 CHANNEL | No. | 1 | 1,335,083 | 1335083.00 | |
| 443 | NS-E-45 | Supply and installation of HANDHELD MICROPHONE | No. | 1 | 75,843 | 75843.00 | |
| 444 | NS-E-46 | Supply and installation of MICROPHONE with floor stand & adjustable boom. | No. | 1 | 148,003 | 148003.00 | |
| 445 | NS-E-47 | Supply, installation, testing & commissioning of Goose Neck Microphone | No. | 1.00 | 184,878 | 184878.00 | |
| 446 | NS-E-48 | Supply, installation, testing and commissioning of 2 core 2.5 Sqmm stranded copper conductor tin coated with drain PVC insulated wires 600/1000 V. grade, fire resistant, low smoke, zero halogen Cu conductor to be pulled in already installed 25mm dia. heavy duty PVC conduit recessed in wall, columns, slab, floor or above false ceiling with all necessary fixing accessories | RFT | 500 | 797 | 398500.00 | |
| 447 | NS-E-49 | WALL MOUNT RACK & PDU | No. | 1 | 74,253 | 74253.00 | |
| 448 | NS-E-50 | Installation, Testing, Commisioning of Telephone & Networking system. | Job | 1 | 100,000 | 100000.00 | |
| 449 | CABLE PULLING PIT (5 No. 2'X2'X3') | ||||||
| 450 | NS-E-51 | RCC manhole cover 24" dia, 2.5" MS angle, RCC 1:2:4 etc, complete with frame; as shown in drawing. | Each | 5 | 19,300 | 96500.00 | |
| 451 | NON-SCHEDULE ITEMS = | ||||||
| 452 | TOTAL A-3) SCHEDULE ITEMS + NON-SCHEDULE ITEMS = | ||||||
| 453 | A-3-1) | BUILDING AIR CONDITIONS | |||||
| 454 | SCHEDULE ITEMS | ||||||
| 455 | 6-1 | SPLIT TYPE AIR-CONDITIONER | |||||
| 456 | Local_Make | ||||||
| 457 | 6-1-06 | Providing, installation, testing and commissioning of Split Type Wall Mounted Air Conditioner, DC Inverter, in the specified place. The job includes connection of copper piping of out door unit fitted on roof or angle iron frame, making inter connection of the unit with suitable sizes of wire also piping for condensed water etc as required approved make (Local Make) | |||||
| 458 | b | 1.5 Ton (18000 BTU) | Job | 7 | 159,465 | 1116255.00 | |
| 459 | c | 2 Ton (24000 BTU) | Job | 11 | 211,368 | 2325048.00 | |
| 460 | 6-3-04 | Providing, installation, testing and commissioning of Floor Standing Air Conditioner, DC Inverter, in the specified place. The job includes connection of copper piping of out door unit fitted on roof or angle iron frame, making inter connection of the unit with suitable sizes of wire also piping for condensed water etc as required approved make (Local Make) | |||||
| 461 | b | 4 Ton (48000 BTU) | Job | 2 | 585,775 | 1171550.00 | |
| 462 | 6-4 | Copper Pipe | |||||
| 463 | 6-4-01 | Providing, installation, testing and commissioning of Refrigerant Copper Pipe, 22 gauge with all type of fittings like, elbow, clamping, aero flex insulation, wrapping tape, etc complete in all respect as approved by the Engineer lncharge. | |||||
| 464 | a | 1/4" | Rft | 900 | 463 | 416700.00 | |
| 465 | b | 1/2" | Rft | 500 | 764 | 382000.00 | |
| 466 | TOTAL (SCHEDULE ITEMS) = | ||||||
| 467 | Add 25% Premium on Schedule items | 1352888.00 | |||||
| 468 | TOTAL A-3-1 (SCHEDULE ITEMS) WITH PREMIUM @ 25%= | ||||||
| 469 | TOTAL - A (A-1 + A-2 + A-3 + A-3-1) Rs. | ||||||
| 470 | B) | EXTERNAL DEVELOPMENT WORKS | |||||
| 471 | B-1) | ROADS, WALKWAYS, PAVED AREAS & CAR PARKING | |||||
| 472 | GENERAL NOTE | ||||||
| 473 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer. | ||||||
| 474 | SCHEDULED ITEMS | ||||||
| 475 | A. Dismentaling | ||||||
| 476 | 123-3 | Dismantling stone masonry in lime or cement mortar in foundation, plinth and ground floor including stacking salvaged material (serviceable) and disposing surplus stuff as directed within three chains (91.5 m) | %Cft | 14,658 | 4,787.50 | 701770.90 | |
| 477 | 123-9 | Dismantling burnt brick masonry in lime or cement mortar foundation, basement, plinth and ground floor including stacking salvaged material (serviceable) and disposing of surplus material as directed within three chains (91.5 m).. | %Cft | 1,500 | 3,006.25 | 45093.75 | |
| 478 | 123-11 | Dismantling cement concrete block masonry work in lime or cement mortar in foundation, basement, plinth and ground floor including stacking salvaged material (serviceable) and disposing of surplus material as directed with in three chains (91.5 m). | %Cft | 10,994 | 3,006.25 | 330501.11 | |
| 479 | 123-12 | Dismantling hollow cement concrete block masonry in lime or cement mortar in foundation, basement, plinth and ground floor including stacking salvaged material (serviceable) and disposing..of surplus material as directed within three chains (91.5 m) . | %Cft | 10,994 | 3,303.13 | 363139.51 | |
| 480 | 123-15 | Dismantling R.C.C. including separating reinforcement from concrete in foundation, basement, plinth and ground floor including stacking at site and disposing of unserviceable material within three chains (91.5 m) | %Cft | 938 | 8,456.25 | 79277.34 | |
| 481 | 0.00 | ||||||
| 482 | 123-16 | Dismantling C.C. work cast in situ in foundation, basement, plinth and ground floor including disposing of the material as directed within three chains (91.5 m). | %Cft | 2,997 | 6,587.50 | 197427.38 | |
| 483 | 123-58 | Dismantling rolled steel sections in frames and trusses in ground floor and stacking as directed within three chains (91.5 m) | Cwt | 25 | 2,426.88 | 60672.00 | |
| 484 | B. Earthwork | ||||||
| 485 | 102-1 | Clearing jungle (ordinary) by cutting, removing all shrubs, trees, upto 6 inches (152 mm) girth, etc. and taking out their entire roots and filling the hollows with earth complete with dressing, consolidating and watering the filling including stacking the serviceable materials and disposal of useless material as directed, lead to 10 chains (305 Rm), cost of earth included. | %Sft | 261,752 | 25.23 | 66040.03 | |
| 486 | 102-3 | Felling trees of any height, girth exceeding 6 inches to one foot (152 mm to 305 mm), cutting into portable pieces, taking out their entire roots and filling hollows with earth complete with dressing, consolidating and watering the filling including stacking the serviceable materials and disposal of useless materials as directed, lead upto 10 chains (305 Rm), cost of earth included. | Each | 100 | 623.75 | 62375.00 | |
| 487 | 102-4 | Felling trees of any height, girth exceeding one foot (305 Rm), cutting into portable pieces, taking out their entire roots and filling the hollows with earth complete with dressing, consolidating and watering the filling including stacking the serviceable materials as directed, lead upto 10 chains (305 Rm), cost of earth included. | Foot Girth | 175 | 853.85 | 149423.75 | |
| 488 | 103-1 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows: | |||||
| 489 | Lift upto 5 feet | %Cft | 27,001.80 | 1,624.63 | 438679.34 | ||
| 490 | 103-5 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulder by hammering ,chiselling and jumper work including stacking of serviceable and unserviceable material sparatly, lead upto one chain (30.5 R.m) and lift as follows: | 0.00 | ||||
| 491 | Lift upto 5 feet | %Cft | 7,714.80 | 5,547.38 | 427969.27 | ||
| 492 | 103-7 | Excavation for foundation trenches and drains in soft or disintegrated rock, by hammering ,chiselling and jumper work including stacking of serviceable and unserviceable material sparatly, lead upto one chain (30.5 R.m) and lift as follows: | |||||
| 493 | Lift upto 5 feet | %Cft | 3,857.40 | 2,328.63 | 89824.57 | ||
| 494 | 127-165 | Excavation or cutting un suitable common material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge. | %Cft | 48,094 | 1,073.32 | 516202.52 | |
| 495 | 127-169 | Excavation or cutting surplus common material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge. | %Cft | 1,449,553 | 960.21 | 13918755.00 | |
| 496 | 127-170 | Excavation or cutting surplus hard rock material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge. | %Cft | 207,079 | 3,228.08 | 6684677.00 | |
| 497 | 127-171 | Excavation or cutting surplus medium rock material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge. | %Cft | 207,079 | 2,400.82 | 4971595.00 | |
| 498 | 127-172 | Excavation or cutting surplus soft rock material by mechanical means and dispose of surplus excavated material up to 10 miles lead complete as per direction of Engineer incharge. | %Cft | 207,079 | 1,989.21 | 4119237.00 | |
| 499 | 127-173 | Compaction of natural ground i/c levelling,dressing and watering complete as per direction of Engineer incharge. | %Sft | 109,300 | 263.16 | 287633.88 | |
| 500 | 127-174 | Granular back fill including watering and compacting complete as per Engineer incharge, | %Cft | 5,000 | 5,667.89 | 283394.50 | |
| 501 | 127-175 | Common back fill including watering and compacting complete as per Engineer incharge. | %Cft | 2,982 | 889.09 | 26512.66 | |
| 502 | 127-176 | Formation of Embankment from road way excavation in Common material ,including watering and compacting complete as per Engineer incharge. | %Cft | 303,617 | 1,158.89 | 3518591.00 | |
| 503 | 127-177 | Formation of Embankment from road way excavation in hard rock material ,including watering and compacting complete as per Engineer incharge. | %Cft | 21,687 | 2,945.07 | 638696.00 | |
| 504 | 127-178 | Formation of Embankment from road way excavation in medium rock material ,including watering and compacting complete as per Engineer incharge. | %Cft | 21,687 | 3,020.60 | 655076.00 | |
| 505 | 127-179 | Formation of Embankment from road way excavation in soft rock material ,including watering and compacting complete as per Engineer incharge. | %Cft | 1,000 | 2,721.62 | 27216.20 | |
| 506 | 127-180 | Formation of Embankment from Borrow excavation in common material ,including watering and compacting complete as per Engineer incharge. | %Cft | 5,000 | 2,028.59 | 101429.50 | |
| 507 | 127-181 | Formation of Embankment from structural excavation in common material ,including watering and compacting complete as per Engineer incharge. | %Cft | 5,000 | 659.49 | 32974.50 | |
| 508 | 127-182 | Formation of Embankment from structural excavation in any type of material ,including watering and compacting complete as per Engineer incharge. | %Cft | 1,000 | 1,432.85 | 14328.50 | |
| 509 | 127-183 | Subgrade prepration in earth cut ,including watering and compacting complete as per Engineer incharge. | %Sft | 79,707 | 736.33 | 586906.55 | |
| 510 | 127-185 | Improved subgrade (CBR>20),including watering and compacting complete as per Engineer incharge. | %Cft | 500 | 2,739.23 | 13696.15 | |
| 511 | 127-191 | Traffic road signs categary-3 (a) , including fixing in cement concrete 1:2:4 complete as per Engineer incharge. | Each | 8 | 35,638.48 | 285107.84 | |
| 512 | 127-192 | Traffic road signs categary-3 (b) , including fixing in cement concrete 1:2:4 complete as per Engineer incharge. | Each | 7 | 64,163.97 | 449147.79 | |
| 513 | 127-193 | Traffic road signs categary-3 (c) , including fixing in cement concrete 1:2:4 complete as per Engineer incharge. | Sft | 144 | 2,588.38 | 372726.72 | |
| 514 | 127-203 | Pavement marking in reflective TP Paint for line of 15cm width,with road marking machine complete as per Engineer incharge. | Rft | 10,489 | 52.82 | 554028.98 | |
| 515 | 127-213 | Refelectorised plastic pavement studs (raised profile type- single) fixed with epoxy adhesive complete as per direction of the Engineer incharge | Each | 98 | 362.67 | 35480.00 | |
| 516 | 127-215 | Refelectorised plastic pavement studs (raised profile type- double) fixed with epoxy adhesive complete as per direction of the Engineer incharge | Each | 748 | 450.17 | 336940.00 | |
| 517 | C. ROAD PAVEMENTS | ||||||
| 518 | 127-29 | Supplying and laying machine crushed 2-1/2" to 3/4" (64 mm to 19 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment). | %Cft | 88,407 | 8,261.52 | 7303761.99 | |
| 519 | 127-31 | Supplying and laying machine crushed 2" to 1/2" (51 mm to 13 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment) | %Cft | 52,765 | 8,529.02 | 4500337.40 | |
| 520 | 127-55 | Supplying, stacking and spreading murum of approved quality over stone metalling or brick ballast including watering, consolidation with power roller including all lead and lift. | %Cft | 56,469 | 8,169.30 | 4613105.68 | |
| 521 | 127-77 | Providing and laying hot-mix bituminous concrete pavement laid with mechanical paver and mixed in central mixing plant in required thickness and density, rolled hot with different types of rollers complete as per specifications and job-mix formula and design: in single layer upto 1-1/2" (38 mm) thickness inculding priming coat @20 Lbs per %Sft complete. | Ton | 1,164 | 12,858.73 | 14967561.72 | |
| 522 | 127-79 + 127-81 | Providing and laying 4" (102 mm) thick not leaner than 1:2:4 cement concrete (minimum works cube crushing strength of 3000 Lbs. PSI (211 Kg. per Sq.cm. at 28 days) in road, paths, crete-ways etc. using graded screened bajri in panels of approved size laid to required gradient and camber over any sub-grade including cost of necessary form work and its removal, compacting with vibrators (immersion or screen or both) belting the surface with canvas belt, roughening the surface after laying concrete with brush and curing etc. complete.. | %Sft | 200 | 12,887.82 | 25775.64 | |
| 523 | 127-94 | Providing and laying 1:4:8 cement concrete in any thickness using 2" (51 mm) and down gauge stone ballast of approved grade and quality over prepared sub-grade or sand cushion in roads, paths, creteways laid to required gradient and camber including cost of necessary form work and its removal compacting with vibrators including curing etc. complete . | %Cft | 100 | 27,877.27 | 27877.27 | |
| 524 | D. ANCILLARY / MISCELLANEOUS WORKS | ||||||
| 525 | 106-5 + 106-32 + 106-52 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using using 50 % crushed graded boulders 3/4 inch (19 mm) and down gauge and 50 % graded screened bajri 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet depth (1.52 m) and plinth up to 4 feet (1.2 m) height from ground level . | %Cft | 3,935 | 39,230.33 | 1543713.49 | |
| 526 | 106-11 | Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level. | %Cft | 14,886 | 32,221.55 | 4796499.93 | |
| 527 | 113-8 | Providing and laying dry uncoursed rubble Pitching 6'' to 12'' (152mm to 305 mm) thick Complete. | %Cft | 200 | 15,906.25 | 31812.50 | |
| 528 | 0.00 | ||||||
| 529 | 113-10 + 113-50 | Providing and laying stone masonry random rubble second sort in cement mortar 1:4 in foundation, plinth and basement including scaffolding, curing etc. complete. | %Cft | 77,744 | 35,138.36 | 27317966.60 | |
| 530 | 0.00 | ||||||
| 531 | 117-177 | Providing and laying in floor C.C. 1:2:4: tuff paver 2-1/2" thick of approved design and colour pattren laid on sand cushion filling of joint with sand and warring etc. complete as per direction of Engineer Incharge. (the cost of sand cushion is included) | |||||
| 532 | a) Average strength 7000 psi | Sft | 38,307 | 135.13 | 5176424.91 | ||
| 533 | 122-112 | Raised or cut pointing on stone work with cement mortot 1:3 (one cement and three sand) in plinth and ground floor including ranking, out joints ,cutting,etc, complete. | %Sft | 13,796 | 3,105.39 | 428419.60 | |
| 534 | 126-6 | Supplying and stacking approved garden soil (sweet earth) free from salts, pebbles and grass roots etc. including all leads and lifts. | %Cft | 74,518 | 3,456.25 | 2575528.38 | |
| 535 | 126-7 | Spreading approved garden soil (sweet earth) in uniform thickness including mixing and breaking clods and dressing fine for grassing including disposal of rubbish within 3 chains (92 m) complete . | %Cft | 74,518 | 296.88 | 221229.04 | |
| 536 | 126-11 | Supplying live (Dacca) grass in slabs with earth intact including all lead and lifts. | Sft | 99,357 | 34.38 | 3415893.66 | |
| 537 | 127-115 | Providing and laying road kerb of precast cement concrete 1:2:4 (24" long 6" wide and 12" deep (610 mm long 152 mm wide and 305 mm deep) using screened graded bajri, from work and its removal compacting and curing laid in cement mortar 1:4 and cement plaster 1:4 neatly finished including cost of excavation and back filling of excavated stuff and its disposal within one chain lead as desired. | %Rft | 11,359 | 33,910.87 | 3851935.72 | |
| 538 | 127-156 | Supplying and stacking with all lead and lift: coarse sand or fine aggregate of approved quality and grading.. | %Cft | 10,000 | 4,002.00 | 400200.00 | |
| 539 | 127-160 + 127-162 | Supplying, stacking and filling with all lead and lift, pit sand (local) in trenches, with or without blinding with coarse sand or fine aggregate in different layers as per design and direction of the Engineer-in-Charge including watering, ramming etc., complete. | %Cft | 9,804 | 5,768.13 | 2774124.00 | |
| 540 | 127-216 | Extra for additional lead from 11 miles to 200 miles on item No.21 to 23,26 to 35 and 55. | P.Mile | 8,300,914 | 35.10 | 2913620.67 | |
| 541 | 134-2 | Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site: | |||||
| 542 | i) | 1/2 mile (0.80km) lead of part thereof. | %Cft | 938 | 332.98 | 3123.35 | |
| 543 | ii) | 1 mile (1.6 km) lead. | %Cft | 938 | 383.79 | 3602.00 | |
| 544 | iii) | 2 miles (3.2 km) lead. | %Cft | 938 | 483.37 | 4536.00 | |
| 545 | iv) | 3 miles (4.8 km) lead. | %Cft | 15,954 | 576.78 | 92017.00 | |
| 546 | v) | Extra per mile (1.6 km) above 3 miles to 6 miles (4.8 km to 9.6 km) of lead. | %Cft | 47,861 | 84.72 | 40547.84 | |
| 547 | SUB TOTAL SCHEDULED ITEMS = | ||||||
| 548 | Premium @ 25% = | 32118041.00 | |||||
| 549 | TOTAL SCHEDULED ITEMS = | ||||||
| 550 | NON-SCHEDULED ITEMS | ||||||
| 551 | NS-01 | Applying two coat of paint on kerb stones as per specifications and quality as directed and approved by the engineer. | Sft | 9,935 | 113.96 | 1132192.60 | |
| 552 | TOTAL NON-SCHEDULED ITEMS = | ||||||
| 553 | TOTAL B-1 (SCHEDULED+ NON SCHEDULE) Rs. | ||||||
| 554 | B-2) | BOUNDARY WALL & R.C.C RETAINING WALL | |||||
| 555 | i) | BOUNDARY WALL | |||||
| 556 | GENERAL NOTE. | ||||||
| 557 | SCOPE : (Applicable to all sections) | ||||||
| 558 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer. | ||||||
| 559 | i) | (A) BOUNDARY WALL | |||||
| 560 | CIVIL WORKS | ||||||
| 561 | PART-I (SCHEDULE ITEMS) | ||||||
| 562 | (103-2) | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | %Cft | 94945 | 1862.13 | 1767999.33 | |
| 563 | (105-14) + (105-27) | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete. | %Cft | 4536 | 24504.59 | 1111528.20 | |
| 564 | (108-12) | Providing 4 coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | %Sft | 207188 | 1010.75 | 2094152.71 | |
| 565 | (112-25) | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure . | 100Cft | 16461.00 | 41260.97 | 6791968.27 | |
| 566 | (114-1) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in column footing of required shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100Cft | 6185 | 38067.52 | 2354476.11 | |
| 567 | (114-4) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth . | 100Cft | 2229 | 41889.37 | 933714.06 | |
| 568 | (114-8) + (114-137) | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. at 28 days with a mix not leaner than 1:2:4 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, tn foundation basement and plinth | 100Cft | 3402 | 40334.02 | 1372163.36 | |
| 569 | (114-24) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in the ground floor. | 100Cft | 3686 | 52667.42 | 1941321.10 | |
| 570 | (114-166) | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | Kg | 33781 | 282.45 | 9541443.45 | |
| 571 | (114-167) | Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work . | Kg | 12681 | 266.70 | 3382022.70 | |
| 572 | (119-32) | Providing and fixing iron grills with required section of angle iron and MS square bar as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work. | Kg. | 59830 | 290.89 | 17403948.70 | |
| 573 | (122-4) | 1/2" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete . | %Sft | 50545 | 4381.84 | 2214801.03 | |
| 574 | (122-159) | Painting iron work with synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete at any height in any floor . | %Sft | 18771 | 6071.25 | 1139634.34 | |
| 575 | (122-172) | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor. | 100Sft | 50545 | 4408.75 | 2228402.69 | |
| 576 | Sub Total (A) Scheduled Items = | ||||||
| 577 | Premium @ 25% (Rs.) = | 13569394.00 | |||||
| 578 | TOTAL COST OF BOUNDARY WALL (Rs.) = | ||||||
| 579 | ii) | (B) R.C.C RETAINING WALL | |||||
| 580 | (114-2) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100Cft | 8580 | 38067.52 | 3266193.22 | |
| 581 | (114-9) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:2:4 in straight walls more than 6 inches (152mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth . | 100Cft | 17294 | 45525.19 | 7873126.36 | |
| 582 | (114-166) | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | Kg | 58726 | 282.45 | 16587158.70 | |
| 583 | (114-167) | Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work . | Kg | 19585 | 266.70 | 5223319.50 | |
| 584 | Sub-Total (B) Scheduled Items = | ||||||
| 585 | Premium @ 25% (Rs.) = | 8237449.00 | |||||
| 586 | TOTAL COST OF B-2 (II) Rs. | ||||||
| 587 | TOTAL COST OF B-2 (i+II) Rs. | ||||||
| 588 | B-3) | MAIN GATE, GUARD ROOM & ELECTRIC METERING ROOM | |||||
| 589 | i) | CIVIL WORKS | |||||
| 590 | GENERAL NOTE. | ||||||
| 591 | SCOPE : (Applicable to all sections) | ||||||
| 592 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer. | ||||||
| 593 | CIVIL WORKS | ||||||
| 594 | PART-I (SCHEDULE ITEMS) | ||||||
| 595 | (103-2) | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100Cft | 3438 | 1862.13 | 64020.03 | |
| 596 | (105-14) + (105-27) | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete. | 100Cft | 165 | 24504.59 | 40432.57 | |
| 597 | (108-12) | Providing one coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | 100Sft | 4736 | 1010.75 | 47869.12 | |
| 598 | (109-113) + (109-120) | Providing and laying 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge in steps including cost of form work and its removal etc. complete in ground floor. | 100Cft | 30 | 29075.48 | 8722.64 | |
| 599 | (112-25) | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure . | %Cft | 731 | 41260.97 | 301617.69 | |
| 600 | (114-2) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3000 Ibs. per sq inch at 28 days with a mix not leaner than 1:1:5:3 in Raft or Strip foundation with columns and pillars of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100Cft | 810 | 36931.79 | 299147.50 | |
| 601 | (114-4) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth . | 100Cft | 195 | 45648.76 | 89015.08 | |
| 602 | (114-8) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, tn foundation basement and plinth | 100Cft | 237 | 44093.41 | 104501.38 | |
| 603 | (114-24) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in the ground floor. | 100Cft | 281 | 56426.81 | 158559.34 | |
| 604 | (114-24) + (114-134) + (114-137) + (114-93) | First Floor | 100Cft | 191 | 58637.40 | 111997.43 | |
| 605 | (114-32) + (114-134) + (114-137) + (114-92) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls 3" (102mm) thick and less than 5 inches (127 mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in Ist floor. | 100Cft | 52.00 | 78,000.32 | 40560.17 | |
| 606 | (114-38) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor. | 100Cft | 200 | 51051.03 | 102102.06 | |
| 607 | (114-38) + (114-134) + (114-137) + (114-93) | First Floor | 100Cft | 152 | 53261.62 | 80957.66 | |
| 608 | (114-56) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in ordinary slab 5 inches to 6 inches (152 mm) thick including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100Cft | 265 | 49314.91 | 130684.51 | |
| 609 | (114-56) + (114-134) + (114-137) + (114-93) | First Floor | 100Cft | 165 | 51525.50 | 85017.08 | |
| 610 | (114-166) | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | Kg | 6000 | 282.45 | 1694700.00 | |
| 611 | (114-166) + (114-174) | First Floor | Kg | 1800.00 | 286.89 | 516402.00 | |
| 612 | (114-167) | Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work . | Kg | 2200 | 266.70 | 586740.00 | |
| 613 | (114-167) + (114-174) | First Floor | Kg | 1000.00 | 271.14 | 271140.00 | |
| 614 | (117-2) | Providing and laying 1:4:8 cement concrete bed under floor using graded stone ballast 1" and down gauge with leveling and ramming, ramming, watering and curing etc. complete in ground floor. | 100Cft | 175 | 22036.75 | 38564.31 | |
| 615 | (117-6) | Providing and laying floors of 2 inches (51 mm) thick 1:2:4 cement concrete using graded screened bajri 3/4 inch (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, and curing etc. complete. | 100Sft. | 330.00 | 48884.00 | 161317.20 | |
| 616 | (117-13) + (117-18) + (114-136) + (114-145) | Providing and laying terrazzo floor 1-3/4 inches (44 mm) thick consisting of 3/4 inch (19 mm) thick topping 1:2 (1 white cement 2 approved marble chips No. 0 to 6) in ground floor over a base of 1:2:4 (one cement, two sand and four graded crushed) cement concrete 1 inch (25 mm) thick laid in panels or pattern including form work, curing, cutting, rubbing and polishing etc, complete... | %Sft | 230 | 15918.02 | 36611.45 | |
| 617 | (117-117) | Proving and laying floor 1 inch (25 mm) thick of cement tiles 12" X 12" X 1" (1/2 inch toping 1/2 inch base) or 305 mm X 305 mm X 25 mm (13 mm topping 12 mm base) in grey cement with pigment of dark shade in ground floor over 1 inch (25 mm) lime mortar 1:2 (one lime two sand) including setting the tiles with grey cement slurry over lime mortar, jointing and washing the tiles with grey cement slurry including grinding, rubbing, polishing and curing etc. complete including the cost of mortar . | 100Sft. | 300.00 | 19654.80 | 58964.40 | |
| 618 | (118-90) | Providing & laying wall finish coat of any colour graffiate wall coating 2.5 mm to 3 mm thick straight and swirt for exterior surface at any hight and any floor. | %Sft. | 1,695 | 6,085.94 | 103156.68 | |
| 619 | (119-32) | Providing and fixing iron grills with required section of angle iron and MS square bar as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work. | Kg. | 54 | 290.89 | 15708.06 | |
| 620 | (119-5) | Providing and fixing single leaf steel doors made to crittal or equivalent standard and of approved sections fully panelled with M. S. Sheet of 16 gauge painted with two coats of red oxide paint including using approved brass section oxidized fitting iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor. | Sft. | 22.00 | 933.84 | 20544.48 | |
| 621 | (119-6) | Providing and fixing double leaf steel doors made to crittal or equivalent standard and of approved sections ftilly panelled with M. S, Sheet of 16 gauge painted with coats of red oxide paint including using approved brass section oxidized fittings, iron lugs, including cutting. holes and making good damages to walls etc. complete as required in any floor. | Sft. | 37.00 | 988.98 | 36592.26 | |
| 622 | (119-96) | Providing and fixing fully glazed Silver anodized or powder coated aluminium Sliding windows as per British standard manufactured by Lucky, Prime, Chawla, Krudson and Pakistan Cables. (fixing through their approved fabricators), Prime model box section 101 mm x 96 30mm and 2mm thick including the cost of aluminium netting ,fittings, with all accessories cutting hole etc. and making good damages to walls etc. complete · as required in any floor as per direction of engineer-in-charge, but excluding the cost of glass pans | Sft | 67 | 1279.69 | 85739.23 | |
| 623 | (119-121) | Providing and fixing Tinted glass panes 5mm thick to M.S. Box pipe / Aluminium doors, windows and ventilators etc including the cost of labour but excluding the cost of M.S. square pipe beading, rubber packing and screw in any floor at any height. | Sft | 67 | 371.82 | 24911.94 | |
| 624 | (122-2) | 1/4" thick cement plaster 1:4 on soffits of ceiling cantilever slabs sides and soffits of beams etc. in basement mezzanine and ground floor including making edges corners and curing etc. complete. | 100Sft | 230 | 3852.59 | 8860.96 | |
| 625 | (122-2) + (122-87) | First Floor | 100Sft | 331.00 | 307.50 | 1017.83 | |
| 626 | (122-4) | 1/2" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete . | 100Sft | 2530 | 4381.84 | 110860.55 | |
| 627 | (122-4) + (122-87) | First Floor | 100Sft | 1015 | 4689.34 | 47596.80 | |
| 628 | (122-162) | Painting with (ICI) Dulux Plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor. | 100Sft | 1115 | 6737.38 | 75121.79 | |
| 629 | (122-172) | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor. | 100Sft | 566 | 4408.75 | 24953.53 | |
| 630 | (124-199) | Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge. | Sft. | 627 | 13.13 | 8232.51 | |
| 631 | (127-32) | Supplying and laying hand broken 1-1/2" to 1/2" (38 mm to 13 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment) | 100Cft | 175 | 8341.52 | 14597.66 | |
| 632 | Sub Total of Schedule Items (Rs.) = | ||||||
| 633 | Add premium on Schedule Items @ 25% (Rs.) = | 1401884.00 | |||||
| 634 | Total of Schedule Items (Rs.) = | ||||||
| 635 | PART-II (NON- SCHEDULE ITEMS) | ||||||
| 636 | Ref. Spec. No. 3000 | ||||||
| 637 | N.S - 1 | Providing and fixing in position 22 gauge expanded metal lath on areas as specified in joints etc. under plaster | Sft. | 265 | 105.00 | 27825.00 | |
| 638 | N.S - 2 | Providing & fixing in position M.S pipe Gate as per drawings including cutting, welding, locking arrangement, rolling wheel, rail, red oxide primer paint to all exposed steel members and three coat of matt enamel paint complete in all respects. | Sft. | 324 | 2550.00 | 826200.00 | |
| 639 | Total of Non-Schedule Items (Rs.) = | ||||||
| 640 | Total B-3-i) SCHEDULE AND NON-SCHEDULE ITEMS (Rs.) = | ||||||
| 641 | ii) | ELECTRICAL WORKS | |||||
| 642 | SCHEDULED ITEMS | ||||||
| 643 | 2-78 | (Sunlight , Pierlite , Future Technology) | |||||
| 644 | 2-78-01 (b) | Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (12) Watts. | Each | 2 | 2,198.00 | 4396.00 | |
| 645 | 2-78-05 (c) | Providing, Installation, Testing &. Commissioning of 80 -110Watts Flood Lights (IP66) including driver, having neutral white / cool white colour, 110 -120 lm/Watt efficiency, 0.9 or above power factor, 20000-25000 hours life. cycle, inciuding connection, complete in all respect as approved by the Engineer lncharge. | Each | 1 | 23,724.00 | 23724.00 | |
| 646 | 2-3 | Point wiring in recessed PVC conduit | |||||
| 647 | 2-3-01 | Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall, column , roof including 1 mm² single core pvc insulated wire as ECC as Required. | Point | 3 | 2,836.00 | 8508.00 | |
| 648 | 2-7 | Extension /Additional Point wiring | |||||
| 649 | 2-7-03 | Extension /additional wiring for light fan call bell or light plug point controlled with same switch with (3/.029") pvc insulated wire in 20 mm (3/4") dia PVC conduit recessed in the wall , column or roof including 1mm² single core pvc insulated wire as ECC as required. | P/Point | 6 | 1,179.00 | 7074.00 | |
| 650 | 2-27 | 2 Wire with ECC wire in existing conduits/cable duct | |||||
| 651 | 2-27-02 | Supply & drawing of 2 x 2.5 mm² single core pvc insulated wire including 1 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. | Rft | 400 | 99.00 | 39600.00 | |
| 652 | 2-27-03 | Supply & drawing of 2 x 4 mm² single core pvc insulated wire including 1.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. | Rft | 250 | 145.00 | 36250.00 | |
| 653 | 2-27-04 | Supply & drawing of 2 x6 mm² single core pvc insulated wire including 2.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. | Rft | 100 | 209.00 | 20900.00 | |
| 654 | 2-26 | Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts | |||||
| 655 | 2-26-05 | Supply & drawing of 10 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required. | Rft | 50 | 139 | 6950.00 | |
| 656 | 2-26-20 | Supply & drawing of 16 mm², single core, PVC insulated PVC sheathed wire in all kinds of existing or given conduit/cable duct as required. | Rft | 50 | 219 | 10950.00 | |
| 657 | 2-56 | 2 CORE CABLE WITH ECC WIRE IN EXISTING PIPE OR CABLE DUCT | |||||
| 658 | 2-56-05 | Providing & laying, 2 core, 10 mm², stranded copper conductor, PVC insulated & PVC sheathed cable 1/c 2.5 mm2 single core PVC insulated wire as ECG in all kinds of existinQ or Qiven conduit/cable duct as required. | Rft | 50 | 328.00 | 16400.00 | |
| 659 | 2-61 | uPVC conduit & DUCT | |||||
| 660 | 2-61-06 | Supply and fixing 20mm (3/4") dia Upvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required. | P/Rft | 400 | 49.00 | 19600.00 | |
| 661 | 2-61-07 | Supply and fixing 25mm (1") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required. | P/Rft | 250 | 55.00 | 13750.00 | |
| 662 | 2-61-10 | Supply and fixing 50mm (2") dia uPVC conduit with all especial such as bends, sockets, junction etc recessed in the wall or floor as required. | P/Rft | 50 | 177.00 | 8850.00 | |
| 663 | 306-23 | Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 2 inches (50 mm) dia pipe | P/Rft | 50 | 435 | 21736.00 | |
| 664 | 306-24 | Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 3 inches (80 mm) dia pipe | P/Rft | 50 | 503 | 25173.50 | |
| 665 | 306-25 | Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 4 inches (100mm) dia pipe.. | P/Rft | 50 | 600 | 30000.50 | |
| 666 | NOTE: The wiring shall be done as following. | ||||||
| 667 | a | Wiring of light circuit from Distribution Board to switch, including circuit wiring between switches on the same circuit with Two nos. single core 2.5 Sqmm and One no.1.5 sq mm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4 " PVC conduits including PVC conduit, conduit accessories (junction box, pull box, metal fan box etc) complete in all respects. | |||||
| 668 | b | Wiring from switch to light or fan point (1 way / 2 way) with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 1" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, metal fan box etc) complete in all respects. | |||||
| 669 | c | Wiring from light to light with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, metal fan box etc) complete in all respects. | |||||
| 670 | d | Wiring of circuit from Distribution Board to 13A , 230 Volts, 3 pin switched socket outlet with Two nos. single core 4 sqmm and One no. 2.5 sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in 3/4" dia concealed PVC conduit laid underfloor including PVC conduit, conduit accessories, etc. complete in all respects. | |||||
| 671 | e | Wiring from 13 Amps, 3 pin socket to socket with Two nos. single core 2.5 Sqmm and One no. 1.5 sq mm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit laid underfloor including PVC conduit, conduit accessories, etc.complete in all respects. | |||||
| 672 | 2-66 | SCHNEIDER /PHILIPS ACCESSORIES ON RECESSED METAL BOARD | |||||
| 673 | 2-66-01 | Providing & fixing 10 Amps Polycarbonate flame retardant, S.P Switch with fancy required gang plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider/ Philips) | Each. | 10 | 471.00 | 4710.00 | |
| 674 | 2-66-06 | Providing & fixing 15 Amps Polycarbonate flame retardant 3-Pin switch socket unit with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Clipsal make) | Each | 4 | 1,290.00 | 5160.00 | |
| 675 | 2-80 | CEILING FANS | |||||
| 676 | 2-80-02 | Providing & installing 120 Cm (48") sweep ceiling fan with blades, canopy, standard length of down rod including connection with 14.0076" flexible wire Complete as required. (without regulator) Pak, Royal, GFC,Younas, Millat. | Each | 2 | 8,369.00 | 16738.00 | |
| 677 | 2-87 | FAN CLAMPS, DOWN ROD & MAKING HOLE. | |||||
| 678 | 2-87-01 | Providing & installing of Ceiling fan down rod 3/4" dia heavy gauge GI pipe of require length, one end arrangement for fan insulator and other end duly threaded and hole for split pin etc to be hold all sweep ceiling fan as required. | P/Rft. | 6 | 70.00 | 420.00 | |
| 679 | 3-04 | 4 CORE LT UN ARMOURED CABLE IN EXISTING CONDUIT OR CABLE DUCT | |||||
| 680 | 3-4-01 (b) | Providing & laying 4 core, 25 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 100 | 1,223 | 122300.00 | |
| 681 | SECURITY SYSTEM | ||||||
| 682 | 8-10 | Walk Through Gate & Handheld Metal Detector, Road Blocker and Barrier | |||||
| 683 | 8-10-01 | Supply, installation, testing and commissioning of 33 zone Walk through Gate with pin point detection (TSA approved), , Power supply 100 to 240V AV, 50 Hz, along with the battery backup or approved by the Engineer lncharge as required as per list of approved manufacturers | P/Job | 1 | 1,147,006.00 | 1147006.00 | |
| 684 | 8-10-02 | Supplying of 8 inch scan surface ISO certified handheld metal detector along with the battery approved by the Engineer lncharge as required as per list of approved manufacturers | P/Job | 1 | 36,484.00 | 36484.00 | |
| 685 | 8-10-03 | Supply, installation, testing and commissioning of hydraulic barrier (road blocker), 10-12 feet span with Siemens motor (7.5 HP or above), having following specifications: limit switch (humidity proof) solenoid valve for reliability & safety in operation, maximum running pressure 25 bar (approx), must interface with access control system, load bearing capacity of approx 40 metric ton, raising/ lowering time 6-8 seconds, operating temperature ranging from -20'C to 50'C, manual override (in case of power failure), constructed in heavy duty grade keeping in view the actual entrance size. The barrier includessubmersible pump for water drainage, complete with all related accessories, as approved by the engineer incharge. | P/Job | 2 | 1,852,923.00 | 3705846.00 | |
| 686 | 8-10-04 | Supply of vehicle inspection mirror with flash light complete in all respect as approved by the Engineer lncharge. | P/Job | 1 | 31,919.00 | 31919.00 | |
| 687 | 8-4 | IP CCTV CAMERAS | |||||
| 688 | 8-4-15 | Supply, installation, testing and commissioning of PTZ Dome Camera i/c controller having following specifica:ions, 8MP14K with 200 mtr IR, 36x or higher zoom, Two 213" progressive scan CMOS, Min. Illumination Color: 0.0005 Lux @F1 .5, B/W: 0.0005Lux @F1 .5, 0 Lux with laser, Horizontal field of view: 56.1' to 2.0' (wide-tele), Vertical field of view: 33.4' to 1.1' (widetele), Diagonal field of view: 62.9' to 2.3' (wide-tele), (optical lens, wide-tele), Working Distance 10 mm to 1500 mm (wide-tele), Aperture Range F1.5 to F4.0, Focal Length 7.5 mm to 270 mm, 36x or higher Optical, Digital Zoom 16x or higher, Optical Defog, Rain Wiper, Preset/Pattern Scan/Patrol Scan/Auto Scan/Tilt Scan/Random Scan/Frame Scan/Panorama Scan, IR Distance 200m, Protection IP67.complete in all respect as approved. by the engineer. | P/Job | 1 | 999,449.00 | 999449.00 | |
| 689 | PART-I COST = | ||||||
| 690 | PREMIUM @25% | 1590974.00 | |||||
| 691 | TOTAL PART-I COST (SCHEDULE ITEMS WITH PREMIUM) = | ||||||
| 692 | NON-SCHEDULED ITEMS | ||||||
| 693 | E. ELECTRICAL WORKS | ||||||
| 694 | Supply, installation, testing and commissioning of the following items of work (unless specifically stated otherwise) including all material, labour, tool, plant, accessories, related civil works etc required for proper completion of each item as per specifications (Section-8001 "General Specifications for Electrical Works" shall be applicable to all BOQ items). The contractor is bound to submit all relevent data, information, literature, drawings, submittals etc. as per specifications & recommended manufacturers list to The engineer for necessary approvals. | ||||||
| 695 | L.T. DISTRIBUTION BOARDS | ||||||
| 696 | Ref. Spec. Sec. 8133, 8240 | ||||||
| 697 | NS-01 | Following LT Distribution Boards (as per single line diagrams shown on drawings), recessed mounted including all accessories, related civil works etc. complete in all respects: | |||||
| 698 | a) | DB-GATE | Job. | 1 | 200,000.00 | 200000.00 | |
| 699 | LT CABLES | ||||||
| 700 | (Ref. Specification Section-8001, 8212) | ||||||
| 701 | NS-E-02 | 10 sqmm, 4 core CU/PVC/PVC stranded copper conductor cable, 600/1000 V grade in already installed conduit/on cable tray. | Rft. | 50 | 1023 | 51150.00 | |
| 702 | LED LIGHT FIXTURE | ||||||
| 703 | (Ref. Spec. Nos. 8001, 8150) | ||||||
| 704 | Supply, installation, testing & commissioning of the following types of light fixtures including LED Light with driver, internal wiring complete with all mounting accessories as per architectural arrangements/ requirements, dust & moisture protected and corrosion proof and suitable for this area as acceptably supplied and installed and as approved by the Engineer. | ||||||
| 705 | NS-E-17 | 12 W Weather Proof Bulkhead die cast aluminum body WALL mounted OUTDOOR LIGHT IP 55 or better | Each | 6 | 12,989 | 77934.00 | |
| 706 | WIRING ACCESSORIES | ||||||
| 707 | (Ref. Specification Section-8001, 8220) | ||||||
| 708 | NS-E-10 | Simplex Universal Switch socket outlet with switch 13 A - Simplex, 230V. Mounting Height as per site including appropriate size powder coated metallic back box. | No. | 6 | 2,487.00 | 14922.00 | |
| 709 | EARTHING | ||||||
| 710 | (Ref. Spec. Nos. 8001, 8240) | ||||||
| 711 | NS-E-12 | Earth electrode for lightning protection system comprise 1/2" dia, 10' long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of twelve inches below the ground surface. The earth electrode includes excavation, backfilling, etc. | Job. | 1 | 23,466.00 | 23466.00 | |
| 712 | STRUCTURED CABLING NETWORK (TELEPHONE & NETWORKING) | ||||||
| 713 | (Ref. Spec. Nos. 8001, 8312) | ||||||
| 714 | NS-E-21 | Wiring from RJ45 outlet point to relevant Building / floor distributor with CAT-6 UTP cable in already laid concealed conduit / already installed cable tray or cable trunking including all accessories complete in all respect. | No. | 2 | 16,416 | 32832.00 | |
| 715 | NS-E-22 | Simplex Face plate with RJ-45 I/0 CAT-6 UTP telecommunication outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. including all mounting accessories. | No. | 2 | 2,649 | 5298.00 | |
| 716 | NON-SCHEDULE ITEMS = | ||||||
| 717 | TOTAL Total B-3-ii) SCHEDULE ITEMS + NON-SCHEDULE ITEMS | ||||||
| 718 | B-4) | STORM DRAINAGE NETWORK | |||||
| 719 | GENERAL NOTE | ||||||
| 720 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer. | ||||||
| 721 | SCHEDULED ITEMS | ||||||
| 722 | EXTERNAL STORM DRAINAGE | ||||||
| 723 | EARTH WORK | ||||||
| 724 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 725 | 103-1 | Lift upto 5 feet | %Cft | 45334 | 1624.63 | 736509.83 | |
| 726 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 727 | 103-2 | Lift upto 5 feet | %Cft | 22667 | 1862.13 | 422089.05 | |
| 728 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 729 | 103-5 | Lift upto 5 feet | %Cft | 11334 | 5547.38 | 628712.37 | |
| 730 | Excavation for foundation trenches and drains in soft or disintegrated rock by hammering, chiselling and Jumper work including, stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 731 | 103-7 | Lift upto 5 feet | %Cft | 17000 | 2328.63 | 395872.96 | |
| 732 | Excavation for foundation trenches and drains in hard rock by hammering chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 733 | 103-8 | Lift upto 5 feet | %Cft | 17000 | 4434.88 | 753940.76 | |
| 734 | 104-7 | Supplying earth from approved site within the area acquired including digging or cutting, loading, unloading and filling in foundation trenches, plinth or under floor etc. including breaking clods, dressing watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52 m) as directed by the Engineer-in-charge. | %Cft | 6008 | 1507.81 | 90586.22 | |
| 735 | RCC DRAIN | ||||||
| 736 | 106-11 | Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level. | %Cft | 4330 | 32221.55 | 1395060.20 | |
| 737 | 106-12 | Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level . | %Cft | 649 | 34857.58 | 226378.41 | |
| 738 | 106-15 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level . | %Cft | 500 | 39059.08 | 195295.40 | |
| 739 | 114-2 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | %Cft | 7777 | 33562.40 | 2610089.11 | |
| 740 | 114-9 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls more than 6 inches (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth | %Cft | 1544 | 45915.19 | 708930.53 | |
| 741 | 114-10 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth | %Cft | 6744 | 55457.69 | 3739858.65 | |
| 742 | 114-56 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | %Cft | 6744 | 45945.52 | 3098393.57 | |
| 743 | 114-57 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab more than 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | %Cft | 1033 | 44075.39 | 455298.78 | |
| 744 | 114-166 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | kg | 6410 | 282.45 | 1810414.83 | |
| 745 | 114-167 | Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | kg | 57687 | 266.70 | 15385161.00 | |
| 746 | 127-163 | Providing and laying dry stone uncoarsed rubble pitching up to 12" (305 mm) thick in bottom and sides of channel or drain as per direction of the Engineer-in-Charge . | %Cft | 19528 | 10001.00 | 1952995.28 | |
| 747 | 127-164 | Cement pointing to stone pitching in 1:2 cement mortar in channels or drain including curing etc. and raking out joint complete | %Sft | 19528 | 2307.19 | 450548.06 | |
| 748 | CARRIAGE | ||||||
| 749 | 134-2 | Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site: | |||||
| 750 | i) | 1/2 mile (0.80km) lead of part thereof. | %Cft | 21111 | 332.98 | 70293.80 | |
| 751 | ii) | 1 mile (1.6 km) lead. | %Cft | 21111 | 383.79 | 81020.05 | |
| 752 | iii) | 2 miles (3.2 km) lead. | %Cft | 21111 | 483.37 | 102041.91 | |
| 753 | iv) | 3 miles (4.8 km) lead. | %Cft | 42221 | 576.78 | 243522.48 | |
| 754 | v) | Extra per mile (1.6 km) above 3 miles to 6 miles (4.8 km to 9.6 km) of lead. | %Cft | 126663 | 84.72 | 107308.98 | |
| 755 | RCC PIPES | ||||||
| 756 | Providing R.C.C. pipes and collars of class 'B' and fixing in trench including cutting, fitting and jointing with maxphalt composition and cement mortar (1:1) and back filling the excavated material in trench including testing with water to a pressure head of 50 feet (15.24m) and cartage within 10 miles (16.09 km), for the following pipes: | ||||||
| 757 | 311-9 | 12 inches (765 mm) dia. pipe.. | R.ft. | 400 | 548.16 | 219264.00 | |
| 758 | SUB TOTAL (SCHEDULED) = | ||||||
| 759 | Premium @ 25% = | 8969897.00 | |||||
| 760 | TOTAL B-4 (SCHEDULED ITEMS) = | ||||||
| 761 | B-5) | WATER SUPPLY NETWORK | |||||
| 762 | GENERAL NOTE | ||||||
| 763 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer. | ||||||
| 764 | SCHEDULED ITEMS | ||||||
| 765 | EARTH WORK & PIPE TRENCHES | ||||||
| 766 | 103-1 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 27,720 | 1,624.63 | 450347.44 | |
| 767 | 103-2 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 7,920 | 1,862.13 | 147480.70 | |
| 768 | 103-5 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5R.m) and lift upto 5feet (1.52m) | 100 Cft | 3,960 | 5,547.38 | 219676.25 | |
| 769 | 104-9 | Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m). | 100 Cft | 19,800 | 4,869.94 | 964248.12 | |
| 770 | 106-5 + 106-32 + 106-52 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete encasement and thrust blocks) | 100Cft | 1,320 | 39,230.33 | 517840.36 | |
| 771 | WATER SUPPLY PIPES AND FITTINGS | ||||||
| 772 | Providing and fixing polyethylene pipe (HDPE) (PN-16) with specials including cutting and fitting complete and cartage within 10 miles of following diameters: | ||||||
| 773 | 306-37 | 25mm e/d | Rft | 20 | 109.28 | 2185.60 | |
| 774 | 306-38 | 32mm e/d | Rft | 20 | 161.25 | 3225.00 | |
| 775 | 306-39 | 40mm e/d | Rft | 20 | 240.00 | 4800.00 | |
| 776 | 306-40 | 50mm e/d | Rft | 20 | 295.13 | 5902.60 | |
| 777 | 306-41 | 75mm e/d | Rft | 20 | 669.70 | 13394.00 | |
| 778 | VALVES | ||||||
| 779 | Providing and fixing cast iron sluice valves with flanged ends and two tail pieces to each valve complete with bolts and nuts, including the cost of insertion rubber washers (valves to stand test pressure head of 400 feet (122 m). (in chambers on water supply network) | ||||||
| 780 | 310-1 | 3 inches (80 mm) dia.. | Each | 1 | 7,961.40 | 7961.40 | |
| 781 | 310-2 | 4 inches (100 mm) dia.. | Each | 2 | 10,236.40 | 20472.80 | |
| 782 | 310-3 | 6 inches (150 mm) dia.. | Each | 1 | 12,516.80 | 12516.80 | |
| 783 | Providing and fixing full way gun metal valves with wheels threaded or flanged ends with rubber washers, (standard pattern) of following diameters: | ||||||
| 784 | 307-9 | 1 inch (25mm) dia | Each | 1 | 4,012.90 | 4012.90 | |
| 785 | 307-10 | 1-1/4 inch (32mm) dia | Each | 1 | 6,366.65 | 6366.65 | |
| 786 | 307-11 | 1-1/2 inch (40mm) dia | Each | 1 | 8,169.15 | 8169.15 | |
| 787 | 307-12 | 2 inch (50mm) dia | Each | 1 | 8,699.40 | 8699.40 | |
| 788 | VALVE CHAMBERS | ||||||
| 789 | 103-1 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 370 | 1,624.63 | 6011.13 | |
| 790 | 103-2 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 105 | 1,862.13 | 1955.24 | |
| 791 | 103-5 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5R.m) and lift upto 5feet (1.52m) | 100 Cft | 55 | 5,547.38 | 3051.06 | |
| 792 | 106-5 + 106-32 + 106-52 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete thrust blocks) | 100Cft | 5 | 39,230.33 | 1961.52 | |
| 793 | 106-11 | Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level . | 100 Cft | 32 | 32,221.00 | 10310.72 | |
| 794 | 106-12 | Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level . | 100Cft | 50 | 34,857.58 | 17428.79 | |
| 795 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth . | ||||||
| 796 | 112-2 +112-79 | foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level | 100Cft | 175 | 39,770.93 | 69599.13 | |
| 797 | 114-56 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | 100Cft | 30 | 45,945.52 | 13783.66 | |
| 798 | 114-167 | Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | Kg | 70 | 266.70 | 18669.00 | |
| 799 | 122-3 | 1/2" (13 mm) thick cement plaster 1:3 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete. | 100 Sq.ft. | 490 | 4,707.17 | 23065.13 | |
| 800 | 108-12 | Providing a coat of bitumen emulsion at 10 Lbs per 100sft (0.49 kg/sm) on walls and floors in ground floor. | 100 Sq.ft. | 360 | 1,010.75 | 3638.70 | |
| 801 | Total (Scheduled) = | ||||||
| 802 | PREMIUM 25% = | 641693.00 | |||||
| 803 | TOTAL WITH PREMIUM (SCHEDULED) = | ||||||
| 804 | NON-SCHEDULED ITEMS | ||||||
| 805 | WATER SUPPLY PIPES AND FITTINGS | ||||||
| 806 | (Ref. Specs: 5216) | ||||||
| 807 | NS-01 | Providing and laying Poly Ethylene Pressure Pipe (PN-12.5 & HDPE-100) conforming to ISO 4427:1996, DIN 8074/8075 with Compression / Butt fusion fittings and specials (as required) in pipe trenches including flanges (BS-4504; PN-16) wherever required, flushing, cleaning and disinfecting as per specifications and as directed by the Engineer of following internal diameters. | |||||
| 808 | (a) | 63mm e/d | Rft | 200 | 644.00 | 128800.00 | |
| 809 | (b) | 110mm e/d | Rft | 2700 | 1,828.00 | 4935600.00 | |
| 810 | (c) | 160mm e/d | Rft | 50 | 3,853.00 | 192650.00 | |
| 811 | (d) | 200mm e/d | Rft | 10 | 5,931.00 | 59310.00 | |
| 812 | VALVES | ||||||
| 813 | (Ref. Specs: 5216, 5220) | ||||||
| 814 | NS-02 | C.I. gate valves conforming to BS-5163 (PN-16) including Adapters, flanges, nuts & bolts, transition pipe pieces with flanges, rubber seal, making required type of joints on both ends complete in all respect as shown on drawings or as directed by the Engineer of following diameters. | |||||
| 815 | a) | 8" dia | Each | 1 | 186,695 | 186695.00 | |
| 816 | NS-03 | Provide and install double acting air relief valve (PN-16) of 2 inch (50mm) inner dia with integral isolating valve, in valve chamber, of approved manufacturers, including tees, Adapter, transition pipe pieces with flanges, making required type of joints on both ends as shown on drawing and as directed by the Engineer, complete in all respects. | Each | 1 | 72,195 | 72195.00 | |
| 817 | VALVE CHAMBER COVERS | ||||||
| 818 | (Ref. Specs: 2100, 2200, 2300) | ||||||
| 819 | NS-04 | RCC valve chamber cover 24" dia, 2.5" MS angle RCC1:2:4 etc complete with frame as per drawings. | Each | 5 | 20,555 | 102775.00 | |
| 820 | TOTAL (NON-SCHEDULED) = | ||||||
| 821 | TOTAL B-5) SCHEDULED + NON SCHEDULED | ||||||
| 822 | B-6) | FIRE FIGHTING NETWORK | |||||
| 823 | GENERAL NOTE | ||||||
| 824 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer. | ||||||
| 825 | SCHEDULED ITEMS | ||||||
| 826 | EARTH WORK & PIPE TRENCHES | ||||||
| 827 | 103-1 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 13,360 | 1,624.63 | 217050.57 | |
| 828 | 103-2 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 3,820 | 1,862.13 | 71133.37 | |
| 829 | 103-5 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5R.m) and lift upto 5feet (1.52m) | 100 Cft | 1,910 | 5,547.38 | 105954.96 | |
| 830 | 104-9 | Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m). | 100 Cft | 9,550 | 4,869.94 | 465079.27 | |
| 831 | 106-5 + 106-32 + 106-52 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete encasement and thrust blocks) | 100Cft | 1,320 | 39,230.33 | 517840.36 | |
| 832 | VALVE CHAMBERS | ||||||
| 833 | 103-1 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 370 | 1,624.63 | 6011.13 | |
| 834 | 103-2 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | 100 Cft | 105 | 1,862.13 | 1955.24 | |
| 835 | 103-5 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5R.m) and lift upto 5feet (1.52m) | 100 Cft | 55 | 5,547.38 | 3051.06 | |
| 836 | 106-5 + 106-32 + 106-52 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete thrust blocks) | 100Cft | 5 | 39,230.33 | 1961.52 | |
| 837 | 106-11 | Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level . | 100 Cft | 32 | 32,221.00 | 10310.72 | |
| 838 | 106-12 | Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level . | 100Cft | 50 | 34,857.58 | 17428.79 | |
| 839 | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved walls 9" to 13-/2 inches (228 mm to 343 mm) thick including scaffolding, raking out Joints and curing etc. complete in foundation, basement and plinth . | ||||||
| 840 | 112-2 +112-79 | foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level | 100Cft | 180 | 39,770.93 | 71587.67 | |
| 841 | 114-56 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | 100Cft | 30 | 45,945.52 | 13783.66 | |
| 842 | 114-167 | Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | Kg | 70 | 266.70 | 18669.00 | |
| 843 | 122-3 | 1/2" (13 mm) thick cement plaster 1:3 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete. | 100 Sq.ft. | 490 | 4,707.17 | 23065.13 | |
| 844 | 108-12 | Providing a coat of bitumen emulsion at 10 Lbs per 100sft (0.49 kg/sm) on walls and floors in ground floor. | 100 Sq.ft. | 360 | 1,010.75 | 3638.70 | |
| 845 | Total (Scheduled) = | ||||||
| 846 | PREMIUM 25% = | 387130.00 | |||||
| 847 | TOTAL WITH PREMIUM (SCHEDULED) = | ||||||
| 848 | NON-SCHEDULED ITEMS | ||||||
| 849 | WATER SUPPLY PIPES AND FITTINGS | ||||||
| 850 | (Ref. Specs: 5216) | ||||||
| 851 | NS-01 | Providing and laying Poly Ethylene Pressure Pipe (PN-16 & HDPE-100) conforming to ISO 4427:1996, DIN 8074/8075 with Compression / Butt fusion fittings and specials (as required) in pipe trenches including flanges (BS-4504; PN-16) wherever required, flushing, cleaning and disinfecting as per specifications and as directed by the Engineer of following internal diameters. | |||||
| 852 | (a) | 110mm e/d | Rft | 20 | 2,249.00 | 44980.00 | |
| 853 | (b) | 160mm e/d | Rft | 600 | 4,644.00 | 2786400.00 | |
| 854 | (c) | 200mm e/d | Rft | 850 | 7,176.00 | 6099600.00 | |
| 855 | (d) | 250mm e/d | Rft | 50 | 11,128.00 | 556400.00 | |
| 856 | NS-02 | MS pipes with flanges, specials and clamps etc, conforming to ASTM A53 Sch. 40, Grade-B, including fixing, cutting, welding, fixing & supports; and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, anticorrosive treatment from inside & outside, after cleaning the pipe. | |||||
| 857 | (a) | 3" dia | Rft | 20 | 2,037.00 | 40740.00 | |
| 858 | (b) | 4" dia | Rft | 60 | 2,913.00 | 174780.00 | |
| 859 | (c) | 6" dia | Rft | 50 | 5,037.00 | 251850.00 | |
| 860 | (d) | 8" dia | Rft | 10 | 7,527.00 | 75270.00 | |
| 861 | VALVES | ||||||
| 862 | (Ref. Specs: 5216, 5220) | ||||||
| 863 | NS-03 | C.I. gate valves conforming to BS-5163 (PN-16) including Adapters, flanges, nuts & bolts, transition pipe pieces with flanges, rubber seal, making required type of joints on both ends complete in all respect as shown on drawings or as directed by the Engineer of following diameters. | |||||
| 864 | a) | 3" dia | Each | 1 | 62,820 | 62820.00 | |
| 865 | b) | 4" dia | Each | 2 | 78,945 | 157890.00 | |
| 866 | c) | 6" dia | Each | 1 | 139,945 | 139945.00 | |
| 867 | d) | 8" dia | Each | 1 | 186,695 | 186695.00 | |
| 868 | NS-04 | Provide and install double acting air relief valve (PN-16) of 2 inch (50mm) inner dia with integral isolating valve, in valve chamber, of approved manufacturers, including tees, Adapter, transition pipe pieces with flanges, making required type of joints on both ends as shown on drawing and as directed by the Engineer, complete in all respects. | Each | 1 | 72,195 | 72195.00 | |
| 869 | NS-05 | Fire piller Hydrant of 04"dia, 02 outlets of 2.5" & female 2.5" instantaneous coupling, from approved manufacturers including stand pipe, Adapter, transition pipe pieces with flanges, nuts & bolts, making required type of joints on both ends complete in all respects. | Each | 2 | 727,275 | 1454550.00 | |
| 870 | VALVE CHAMBER COVERS | ||||||
| 871 | (Ref. Specs: 2100, 2200, 2300) | ||||||
| 872 | NS-06 | RCC valve chamber cover 24" dia, 2.5" MS angle RCC1:2:4 etc complete with frame as per drawings. | Each | 5 | 20,555 | 102775.00 | |
| 873 | TOTAL (NON-SCHEDULED) = | ||||||
| 874 | TOTAL B-6) SCHEDULED + NON SCHEDULED | ||||||
| 875 | B-7) | SANITARY SEWER NETWORK | |||||
| 876 | GENERAL NOTE | ||||||
| 877 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer. | ||||||
| 878 | SCHEDULED ITEMS | ||||||
| 879 | SECTION-A - EXTERNAL SEWERAGE NETWORK | ||||||
| 880 | EARTH WORK & PIPE TRENCHES | ||||||
| 881 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 882 | 103-1 | Lift upto 5 feet | 100Cft | 22000 | 1,624.63 | 357418.60 | |
| 883 | 103-1 + 103-28 | Lift 5 to 8 feet | 100Cft | 9170 | 1,862.13 | 170757.32 | |
| 884 | 103-1 + 103-28 | Lift 8 to 11 feet | 100Cft | 3670 | 2,099.63 | 77056.42 | |
| 885 | 103-1 + 103-28 | Lift 11 to 14 feet | 100Cft | 1840 | 2,337.13 | 43003.19 | |
| 886 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 887 | 103-2 | Lift upto 5 feet | 100Cft | 5870 | 1,862.13 | 109307.03 | |
| 888 | 103-2 + 103-28 | Lift 5 to 8 feet | 100Cft | 7450 | 2,099.63 | 156422.44 | |
| 889 | 103-2 + 103-28 | Lift 8 to 11 feet | 100Cft | 980 | 2,337.13 | 22903.87 | |
| 890 | 103-2 + 103-28 | Lift 11 to 14 feet | 100Cft | 490 | 2,574.63 | 12615.69 | |
| 891 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 892 | 103-5 | Lift upto 5 feet | 100Cft | 1470 | 5,547.38 | 81546.49 | |
| 893 | 103-5 + 103-29 | Lift 5 to 8 feet | 100Cft | 615 | 5,844.26 | 35942.20 | |
| 894 | 103-5 + 103-29 | Lift 8 to 11 feet | 100Cft | 245 | 6,141.14 | 15045.79 | |
| 895 | 103-5 + 103-29 | Lift 11 to 14 feet | 100Cft | 125 | 6,438.02 | 8047.53 | |
| 896 | 104-9 | Supplying stacking and filling sand of approved quality from outside sources in foundation, trenches, plinth or under floor, etc. including dressing, watering and consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction and lift upto 5 feet (1 .52 m). | 100 Cft | 20380 | 4,869.94 | 992493.77 | |
| 897 | CONCRETE | ||||||
| 898 | 106-5 + 106-32 + 106-52 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregates) cement concrete using 50% crushed graded bolders 3/4" (19mm) and down gauge and 50% graded screened bajri 3/4" (19mm) and down gauge with lawancepur sand in foundation, basement and plinth including formwork, compacting, curing and removal of formwork etc. complete foundation and basements upto 5 feet depth (1.52m) and plinth upto 4 feet(1.2m) height from ground level. (For concrete encasement) | 100Cft | 1650 | 39,230.33 | 647300.44 | |
| 899 | RCC MANHOLES (3'x3') | ||||||
| 900 | EARTH WORK | ||||||
| 901 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 902 | 103-1 | Lift upto 5 feet | 100Cft | 2650 | 1,624.63 | 43052.70 | |
| 903 | 103-1 + 103-28 | Lift 5 to 8 feet | 100Cft | 1100 | 1,862.13 | 20483.43 | |
| 904 | 103-1 + 103-28 | Lift 8 to 11 feet | 100Cft | 440 | 2,099.63 | 9238.37 | |
| 905 | 103-1 + 103-28 | Lift 11 to 14 feet | 100Cft | 220 | 2,337.13 | 5141.69 | |
| 906 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 907 | 103-2 | Lift upto 5 feet | 100Cft | 700 | 1,862.13 | 13034.91 | |
| 908 | 103-2 + 103-28 | Lift 5 to 8 feet | 100Cft | 300 | 2,099.63 | 6298.89 | |
| 909 | 103-2 + 103-28 | Lift 8 to 11 feet | 100Cft | 120 | 2,337.13 | 2804.56 | |
| 910 | 103-2 + 103-28 | Lift 11 to 14 feet | 100Cft | 60 | 2,574.63 | 1544.78 | |
| 911 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 912 | 103-5 | Lift upto 5 feet | 100Cft | 180 | 5,547.38 | 9985.28 | |
| 913 | 103-5 + 103-29 | Lift 5 to 8 feet | 100Cft | 75 | 5,844.26 | 4383.20 | |
| 914 | 103-5 + 103-29 | Lift 8 to 11 feet | 100Cft | 30 | 6,141.14 | 1842.34 | |
| 915 | 103-5 + 103-29 | Lift 11 to 14 feet | 100Cft | 15 | 6,438.02 | 965.70 | |
| 916 | 106-11 | Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level. | 100Cft | 205 | 32,221.55 | 66054.18 | |
| 917 | 106-12 | Providing and laying in situ 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level . | 100Cft | 240 | 34,857.58 | 83658.19 | |
| 918 | 106-15 | Providing and laying in situ 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level . | 100Cft | 10 | 39,059.08 | 3905.91 | |
| 919 | 114-2 + 114-136 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100Cft | 320 | 33,203.65 | 106251.68 | |
| 920 | 114-10 + 114-136 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth | 100Cft | 1680 | 55,098.94 | 925662.19 | |
| 921 | 114-56 + 114-136 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | 100Cft | 240 | 45,586.77 | 109408.25 | |
| 922 | 114-166 | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | kg | 1020 | 282.45 | 288099.00 | |
| 923 | 114-167 | Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | kg | 4065 | 266.70 | 1084135.50 | |
| 924 | 122-3 | 1/2" (13 mm) thick cement plaster 1:3 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete. | 100 Sq.ft. | 2400 | 4,707.17 | 112972.08 | |
| 925 | 108-12 | Providing a coat of bitumen emulsion at 10 Lbs per 100sft (0.49 kg/sm) on walls and floors in ground floor. | 100 Sq.ft. | 4480 | 1,010.75 | 45281.60 | |
| 926 | SUB-TOTAL (SCHEDULED) = | ||||||
| 927 | PREMIUM 25% = | 1418516.00 | |||||
| 928 | TOTAL WITH PREMIUM (SCHEDULED) = | ||||||
| 929 | NON-SCHEDULED ITEMS | ||||||
| 930 | (Ref. Specs: 5100) | ||||||
| 931 | SEWER PIPES | ||||||
| 932 | NS-01 | uPVC non-pressure pipes for sanitary drainage conforming to BS-5481/BS-4660 (SN8) with rubber ring fittings and specials compatable with pipe material as per manufacturer's recommendations, complete in all respects, flushing cleaning and disinfecting as per specifications and as directed by the Engineer of following diameters. | |||||
| 933 | (a) | 06 inches (160mm) | R.ft. | 50 | 1788.00 | 89400.00 | |
| 934 | (b) | 08 inches (200mm) | R.ft. | 460 | 2756.00 | 1267760.00 | |
| 935 | (c) | 10 inches (250mm) | R.ft. | 1870 | 4386.00 | 8201820.00 | |
| 936 | (c) | 12 inches (315mm) | R.ft. | 330 | 6700.00 | 2211000.00 | |
| 937 | BRICK MASONRY MANHOLES | ||||||
| 938 | NS-02 | RCC manhole cover 24" dia, 2.5" MS angle, RCC 1:2:4 etc, complete with frame; as shown in drawing. | Each | 40 | 20,555 | 822200.00 | |
| 939 | NS-03 | 3/4inch diameter Galvanised MS ladder rungs for manholes; each rung of 18inch width, 6 inch projected outside the wall and 6 inch embeded in wall on both ends; including all necessary works for complete installation. | Each | 200 | 1,513 | 302600.00 | |
| 940 | SUB-TOTAL (NON-SCHEDULED) = | ||||||
| 941 | TOTAL B-7) SCHEDULED + NON SCHEDULED = | ||||||
| 942 | B-8) | TUBE WELL | |||||
| 943 | GENERAL NOTE | ||||||
| 944 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer. | ||||||
| 945 | SCHEDULED ITEMS | ||||||
| 946 | TUBEWELL | ||||||
| 947 | 5-17-01 | Conducting Electric Resistivity survey at different locations to configure the subsurface lithologies/possibilty of ground water suitable for drilling tube well. | Job | 1 | 33,000 | 33000.00 | |
| 948 | 5-17-04 | Drilling of Trial Bore in shingle gravel and rock including sinking and with drawing of casing pipes 6"-10" dia | |||||
| 949 | a | Ground level to 250 Rft-(8" dia Trial bore) | Rft | 100 | 1,764 | 176400.00 | |
| 950 | b | Exceeding 250 Rft-(8" dia Trial bore) | Rft | 100 | 901 | 90100.00 | |
| 951 | 5-17-05 | Conversion of Trial Bore in shingle gravel and rock including sinking and with drawing of casing pipes 15"-18" dia | |||||
| 952 | a | Ground level to 250 Rft-(18" dia bore) | Rft | 100 | 2,531 | 253100.00 | |
| 953 | b | Exceeding 250 Rft-(18" dia bore) | Rft | 100 | 2,729 | 272900.00 | |
| 954 | 5-17-06 | Drilling of Trial Bore in all type of soil except shingle gravel and rock including sinking and with drawing of casing pipe complete as required: 6"-10" dia | |||||
| 955 | a | Ground level to 250 Rft-(8" dia Trial bore) | Rft | 150 | 1,388 | 208200.00 | |
| 956 | b | Exceeding 250 Rft-(8" dia Trial bore) | Rft | 250 | 1,542 | 385500.00 | |
| 957 | 5-17-07 | Conversion of Trial Bore into successful bore in all type of soil except shingle gravel and rock including sinking and with drawing of casing pipe complete as required: 6"-10" dia** **15"-18" dia (TYPO ERROR CORRECTED) | |||||
| 958 | a | Ground level to 200 Rft-(18" dia bore) | Rft | 100 | 1,718 | 171800.00 | |
| 959 | b | Exceeding 200 Rft-(18" dia bore) | Rft | 300 | 1,938 | 581400.00 | |
| 960 | 5-17-08 | Providing and installing 10" dia uPVC blind pipe BSS class 'E' in tube well bore hole including sockets and solvent etc complete as required as approved by the Engineer incharge as required. | Rft | 400 | 3,118 | 1247200.00 | |
| 961 | 5-17-10 | Providing and installing 10" dia uPVC strainer BSS class 'E" in tube well bore hole including sockets and solvent etc complete as required as approved by the Engineer incharge as required. | Rft | 200 | 3,118 | 623600.00 | |
| 962 | 5-17-12 | Providing and installing PVC Bail/ end plug in tube well bore hole 2 ft long and 10" dia class "E" complete as required. | No. | 1 | 2,805 | 2805.00 | |
| 963 | 5-17-14 | Shrouding with graded PEA gravel into the space between bore hole and blind pipe/strainer. | Cft | 650 | 150 | 97500.00 | |
| 964 | 5-17-15 | Electric/video logging of successful bore hole for proper placement of strainer/blind pipe etc complete as required. | Job | 1 | 33,000 | 33000.00 | |
| 965 | 5-17-17 | Testing develop and sterlize of tube well through compressor upto 1.5 cusecs discharge in accordance with approved procedure upto duration of 72 hours as required by the Engineer | Job | 1 | 34,320 | 34320.00 | |
| 966 | SUB TOTAL (SCHEDULED) = | ||||||
| 967 | PREMIUM 25% = | 1052706.00 | |||||
| 968 | TOTAL WITH PREMIUM (SCHEDULED) = | ||||||
| 969 | NON-SCHEDULED ITEMS | ||||||
| 970 | (Ref. Spec. 5240, 5600) | ||||||
| 971 | TUBEWELL | ||||||
| 972 | NS-01 | Mobilization and de-mobilization of drilling rig and related equipments at drilling site. | Job | 1 | 80,000 | 80000.00 | |
| 973 | NS-02 | Collection of lithological samples at every 5 feet interval or change of lithology whichever is less. | Job | 1 | 20,000 | 20000.00 | |
| 974 | NS-03 | Yield test by air compressor. | Job | 1 | 100,000 | 100000.00 | |
| 975 | NS-04 | Furnishing sample of water from bore hole and getting water quality test report from approved Laboratory. | Job | 1 | 20,000 | 20000.00 | |
| 976 | NS-05 | Supply and install Centralizers as per specifications. | No | 10 | 3000 | 30000.00 | |
| 977 | NS-06 | Provision and fixing 2 Nos. dia 2" PVC gravel feed pipe including sanitary seal to min. 20 ft. depth from top level of tubewell, complete in all respects. | Job | 1 | 50,000 | 50000.00 | |
| 978 | PUMPING MACHINERY | ||||||
| 979 | NS-07 | Submersible deep well pump with motor, including control panel (location as per plan), appropriate power cable from panel to motor, valves, GI (ASTM A53 Sch-40) Riser pipe upto ground of required dia. & standard specifications and all other installation accessories as required/ recommended by the pump manufacturer for complete installation and operation, of following tentative requirements: Discharge = 4000-5000 gph; Head=600-700 feet & Setting Depth=350-400 feet | Job | 1 | 6,351,057 | 6351057.00 | |
| 980 | SUB TOTAL (NON-SCHEDULED) = | ||||||
| 981 | TOTAL B-8) SCHEDULED + NON SCHEDULED | ||||||
| 982 | B-9) | ELEVATED WATER TANK | |||||
| 983 | i) | CIVIL WORKS | |||||
| 984 | GENERAL NOTE. | ||||||
| 985 | SCOPE : (Applicable to all sections) | ||||||
| 986 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer. | ||||||
| 987 | PART-I (SCHEDULE ITEMS) | ||||||
| 988 | (103-2) | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | %Cft | 9021 | 1862.13 | 167982.75 | |
| 989 | (103-28) | 5'-00" to 8'-00" Depth | %Cft | 5413 | 2099.63 | 113652.97 | |
| 990 | (103-28) | 8'-00" to 11'-00" Depth | %Cft | 5413 | 2337.13 | 126508.85 | |
| 991 | (103-28) | 11'-00" to 14'-00" Depth | %Cft | 2255 | 2574.63 | 58057.91 | |
| 992 | (104-1) | Filling excavated earth available at site in foundation, plinth or under floor, etc. including breaking clods, dressing, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52m). | %Cft | 500 | 735.19 | 3675.95 | |
| 993 | (105-14) + (105-27) | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete. | %Cft | 597 | 24504.59 | 146292.40 | |
| 994 | (108-12) | Providing 4 coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | %Sft | 11872 | 1010.75 | 119996.24 | |
| 995 | (114-2) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | %Cft | 3360 | 36931.79 | 1240908.14 | |
| 996 | (114-4) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth . | %Cft | 333 | 45648.76 | 152010.37 | |
| 997 | (114-8) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in plinth beams of required shape and design including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, tn foundation basement and plinth | %Cft | 249 | 44093.41 | 109792.59 | |
| 998 | (114-107) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in slanting or vertical columns and braces of over head water tank, bins, bunkers, intze tank and silos up to a height of 30 feet (9 m) above ground including form works and its removal compacting and curing etc. complete but excluding the cost of reinforcement. | %Cft | 1551 | 73004.01 | 1132292.20 | |
| 999 | (114-107) + (114-134) + (114-137) + (114-127*2) | Up to a height of 40 feet | %Cft | 517 | 76971.61 | 397943.22 | |
| 1000 | (114-107) + (114-134) + (114-137) + (114-127*2) | Up to a height of 50 feet | %Cft | 515 | 80939.21 | 416836.93 | |
| 1001 | (114-107) + (114-134) + (114-137) + (114-127*2) | Up to a height of 60 feet | %Cft | 502 | 84906.81 | 426232.19 | |
| 1002 | (114-107) + (114-134) + (114-137) + (114-127*2) | Up to a height of 70 feet | %Cft | 506 | 88874.41 | 449704.51 | |
| 1003 | (114-107) + (114-134) + (114-137) + (114-127*2) | Up to a height of 80 feet | %Cft | 468 | 92842.01 | 434500.61 | |
| 1004 | (114-107) + (114-134) + (114-137) + (114-127*2) | Up to a height of 90 feet | %Cft | 322 | 96809.61 | 311726.94 | |
| 1005 | (114-112) + (114-134) + (114-137) + (114-127*12) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls in over head water tank bins, bunkers, intze tank and silos up to a height of 90 feet above ground including form works and its removal compacting and curing etc. complete but excluding the cost of reinforcement. | %Cft | 1244 | 89848.31 | 1117712.98 | |
| 1006 | (114-114) + (114-134) + (114-137) + (114-127*12) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in square of rectangular bottom slab of over head water tank up to a height of 90 feet above ground including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement . | %Cft | 492 | 86852.62 | 427314.89 | |
| 1007 | (114-118) + (114-134) + (114-137) + (114-127*12) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in roof slab of over head water tank up to a height of 90 feet above ground including form works and its removal, compacting and curing etc. complete but excluding the cost of reinforcement . | %Cft | 328 | 81245.02 | 266483.67 | |
| 1008 | (114-166) | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | Kg | 14794 | 282.45 | 4178565.30 | |
| 1009 | (114-166) + (114-174) | First Floor | Kg | 3005 | 286.89 | 862104.45 | |
| 1010 | (114-166) + (114-174) + (114-175) | Second Floor | Kg | 3037 | 291.33 | 884769.21 | |
| 1011 | (114-166) + (114-174) + (114-175) | Third Floor | Kg | 3005 | 295.77 | 888788.85 | |
| 1012 | (114-166) + (114-174) + (114-175) | Fourth Floor | Kg | 3005 | 300.21 | 902131.05 | |
| 1013 | (114-166) + (114-174) + (114-175) | Fifth Floor | Kg | 2834 | 304.65 | 863378.10 | |
| 1014 | (114-166) + (114-174) + (114-175) | Sixth Floor | Kg | 4880 | 309.09 | 1508359.20 | |
| 1015 | (114-166) + (114-174) + (114-175) | Seventh Floor | Kg | 7111 | 313.53 | 2229511.83 | |
| 1016 | (114-167) | Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work . | Kg | 2607 | 266.7 | 695286.90 | |
| 1017 | (114-167) + (114-174) | First Floor | Kg | 1286 | 271.14 | 348686.04 | |
| 1018 | (114-167) + (114-174) + (114-175) | Second Floor | Kg | 1302 | 275.58 | 358805.16 | |
| 1019 | (114-167) + (114-174) + (114-175) | Third Floor | Kg | 1286 | 280.02 | 360105.72 | |
| 1020 | (114-167) + (114-174) + (114-175) | Fourth Floor | Kg | 1286 | 284.46 | 365815.56 | |
| 1021 | (114-167) + (114-174) + (114-175) | Fifth Floor | Kg | 1220 | 288.9 | 352458.00 | |
| 1022 | (114-167) + (114-174) + (114-175) | Sixth Floor | Kg | 1422 | 293.34 | 417129.48 | |
| 1023 | (114-167) + (114-174) + (114-175) | Seventh Floor | Kg | 962 | 297.78 | 286464.36 | |
| 1024 | (117-6) + (114-136) + (117-26) | Providing, and laying floors of 2 inches (76 mm) thick 1:2:4(1 cement 2 sand and 4 coarse aggregate) cement concrete using graded crushed boulders 3/4 inches (19 mm) and down gauge in Third floor laid in panels including form work, consolidation, finishing, curing etc. complete.. | %Sft | 504 | 8487.27 | 42775.84 | |
| 1025 | (124-97) | Providing and fixing PVC ribbed water stops 9" (229 mm) wide in vertical or horizontal expansion joints including cutting or jointing etc., complete in all floors. | Rft | 109 | 448.81 | 48920.29 | |
| 1026 | (119-42) + (119-57) + (119-58)*6 | Providing and fixing M. S. tees, angles and flats including welding all the sides of the section at the junction, gusset plates, bolts, nuts etc. complete with hoisting and erecting in position in steel trusses, frames, towers and stair etc. of any design upto seventh floor. | Kg | 1950 | 423.46 | 825747.00 | |
| 1027 | (124-199) | Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge. | Sft. | 4267 | 13.13 | 56025.71 | |
| 1028 | (127-33) | Supplying and laying machine crushed 1-1/2" to 1/2" (38 mm to 13 mm) stone ballast of approved grade and quality in sub-base or base courses in required grade and camber and compacting to the required density by approved mechanical means (Vibratory Roller, Road Packer and Smooth Wheel Roller etc.) including watering with all lead and lift complete (actual compacted depth shall be considered for payment) | %Cft | 166 | 8654.02 | 14365.67 | |
| 1029 | (134-2) | Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site: | |||||
| 1030 | 1 miles (1.6 km) lead. | %Cft | 4405 | 383.79 | 16905.95 | ||
| 1031 | Sub Total of Schedule Items (Rs.) = | ||||||
| 1032 | Add premium on Schedule Items @ 25% (Rs.) = | 6031681.00 | |||||
| 1033 | Total of Schedule Items (Rs.) = | ||||||
| 1034 | PART-II (NON- SCHEDULE ITEMS) | ||||||
| 1035 | WATER PROOFING & EXPANSION JOINT FILLING | ||||||
| 1036 | Ref. Spec. No. 6411 | ||||||
| 1037 | N.S-01 | Applying 2-Coats of Sikalstic 560 chemical of SIKA or approved equivalent at green areas complete in all respects | Sft | 1763 | 150 | 264450.00 | |
| 1038 | Total of Non-Schedule Items (Rs.) = | ||||||
| 1039 | TOTAL B-9-i) SCHEDULE AND NON-SCHEDULE ITEMS | ||||||
| 1040 | ii) | PLUMBING WORKS | |||||
| 1041 | GENERAL NOTE | ||||||
| 1042 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer. | ||||||
| 1043 | SCHEDULED ITEMS | ||||||
| 1044 | VALVES | ||||||
| 1045 | Providing and fixing cast iron sluice valves with flanged ends and two tail pieces to each valve complete with bolts and nuts, including the cost of insertion rubber washers (valves to stand test pressure head of 400 feet (122 m). (in chambers on water supply network) | ||||||
| 1046 | 310-3 | 6 inches (150 mm) dia.. | Each | 2 | 12,516.80 | 25033.60 | |
| 1047 | CAST IRON COVERS | ||||||
| 1048 | 315-28 | Providing & fixing C.I Cover & Frame 30" dia (765 mm) weight 3 cwt (152.41 Kg.) | Each | 2 | 43,965.00 | 87930.00 | |
| 1049 | TOTAL (SCHEDULED) = | ||||||
| 1050 | PREMIUM 25% = | 28241.00 | |||||
| 1051 | TOTAL WITH PREMIUM (SCHEDULED) = | ||||||
| 1052 | NON-SCHEDULED ITEMS | ||||||
| 1053 | WATER SUPPLY PIPES AND FITTINGS | ||||||
| 1054 | NS-01 | Galvanized Iron (GI) pipes for potable or firefighting water supply conforming to ASTM-A53 Sch. 40, Grade-B with specials/flanges hangers and clamps etc, including fixing, cutting, welding, fixing & support systems; giving anti corrosive treatment and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, painting with two coats of approved enamel paint after cleaning the pipe. | |||||
| 1055 | (a) | 04 inches | Rft | 150 | 3,940 | 591000.00 | |
| 1056 | (b) | 06 inches | Rft | 300 | 6,830 | 2049000.00 | |
| 1057 | MISCELLANEOUS | ||||||
| 1058 | NS-02 | Providing and fixing level indicator complete on Elevated water tank as per drawing and directed by the Engineer incharge. | Job | 1 | 314,639 | 314639.00 | |
| 1059 | NS-03 | Dia 4" u-turned G.I. vent pipes, pudddle plate, with insect proof mesh at open end etc., complete in all respects. | Job | 2 | 13,534 | 27068.00 | |
| 1060 | NS-04 | Galvanised MS ladder rungs 3/4" dia inside and outside water tanks; Each rung of 18" width, 6" projected outside the wall and 6" embeded in RCC on both ends; including all necessary works for complete installation | Each | 20 | 1,513 | 30260.00 | |
| 1061 | TOTAL (NON-SCHEDULED) = | ||||||
| 1062 | TOTAL B-9-ii) SCHEDULED + NON SCHEDULED | ||||||
| 1063 | iii) | ELECTRICAL WORKS | |||||
| 1064 | SCHEDULED ITEMS | ||||||
| 1065 | 3-9 | EXCAVATION | |||||
| 1066 | 3-09-01 | Excavation in soft soil including lift upto 5ft and filling excavated earth including breaking clods dressing, watering, consolidation and ramming in layers to full compaction i/c disposal of surplus excavated stuff as directed as required. | P/CFT | 700 | 11 | 7889.07 | |
| 1067 | 3-09-03 | Excavation in Hard soil including lift up to 5ft and filling excavated earth including ,breaking clods, dressing ,watering, consolidation and ramming: in layers to full compaction l/c disposal of surplus us excavated stuff as directed. | P/CFT | 700 | 15.00 | 10500.00 | |
| 1068 | CABLE PULLING PIT (1 No. 2'X2'X3') | ||||||
| 1069 | EARTH WORK | ||||||
| 1070 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1071 | 103-1 | Lift upto 5 feet | 100CFT | 165 | 1,624.63 | 2680.64 | |
| 1072 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1073 | 103-2 | Lift upto 5 feet | 100cft | 11 | 1,862.13 | 203.59 | |
| 1074 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1075 | 103-5 | Lift upto 5 feet | 100cft | 5 | 5,547.38 | 303.25 | |
| 1076 | Excavation for foundation trenches and drains in soft or disintegrated rock by hammering, chiselling and Jumper work including, stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1077 | 103-7 | Lift upto 5 feet | 100cft | 5 | 2,328.63 | 127.30 | |
| 1078 | Excavation for foundation trenches and drains in hard rock by hammering chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1079 | 103-8 | Lift upto 5 feet | 100cft | 5 | 4,434.88 | 242.44 | |
| 1080 | RCC CHAMBER | ||||||
| 1081 | 106-11 | Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level. | 100cft | 3 | 32,221.55 | 1036.12 | |
| 1082 | 114-2 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100cft | 5 | 33,562.40 | 1585.82 | |
| 1083 | 114-10 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth | 100cft | 16 | 55,457.69 | 8734.59 | |
| 1084 | 114-56 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | 100cft | 5 | 45,945.52 | 2170.93 | |
| 1085 | 114-167 | Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | kg | 57 | 266.70 | 15240.00 | |
| 1086 | CARRIAGE | ||||||
| 1087 | 134-2 | Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site: | |||||
| 1088 | i) | 1/2 mile (0.80km) lead of part thereof. | 100cft | 17 | 332.98 | 56.83 | |
| 1089 | ii) | 1 mile (1.6 km) lead. | 100cft | 9 | 383.79 | 32.75 | |
| 1090 | iii) | 2 miles (3.2 km) lead. | 100cft | 17 | 483.37 | 82.49 | |
| 1091 | LT CABLES | ||||||
| 1092 | 2-26 | Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts | |||||
| 1093 | 2-26-05 | Supply & drawing of 10 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required. | Rft | 200 | 139.00 | 27800.00 | |
| 1094 | CONDUITS & PIPES | ||||||
| 1095 | 306-23 | Providing and Fixing un Polyvinyl chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 2 inches (50 mm) dia pipe | P/Rft | 200 | 434.72 | 86944.00 | |
| 1096 | WIRING IN CONCEALED CONDUITS | ||||||
| 1097 | 2-3 | Point wiring in recessed PVC conduit | |||||
| 1098 | 2-3-01 | Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall, column, roof including 1 mm² single core pvc insulated wire as ECC as Required. | Point | 20 | 2,836.00 | 56720.00 | |
| 1099 | 2-27 | 2 Wire with ECC wire in existing conduits/cable duct | |||||
| 1100 | 2-27-02 | Supply & drawing of 2 x 2.5 mm² single core pvc insulated wire including 1 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. | Rft | 200 | 99.00 | 19800.00 | |
| 1101 | 2-61 | UPVC CONDUIT & DUCT | |||||
| 1102 | 2-61-06 | Supply and fixing 20mm (3/4") dia Upvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required. | P/Rft | 150 | 49.00 | 7350.00 | |
| 1103 | 2-61-07 | Supply and fixing 25mm (1") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required. | P/Rft | 100 | 55.00 | 5500.00 | |
| 1104 | NOTE: The wiring shall be done as following. | ||||||
| 1105 | a | Wiring of light circuit from Distribution Board to switch, including circuit wiring between switches on the same circuit with Two nos. single core 2.5 Sqmm and One no.1.5 sq mm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 1 " PVC conduits including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects. | |||||
| 1106 | b | Wiring from switch to light or fan point with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects. | |||||
| 1107 | c | Wiring from light to light with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects. | |||||
| 1108 | LIGHTNING PROTECTION SYSTEM | ||||||
| 1109 | 3-08 | EARTHING AND LIGHTNING ARRESTOR | |||||
| 1110 | 3-8-04 | Providing and fixing 1'' diameter 3ft long lighting copper rod with five spikes and balls on its head as required. | Job | 2 | 26,301.00 | 52602.00 | |
| 1111 | 3-8-05 | Providing and fixing 1-1/2'' x 1/8'' Thick copper strip with suitable saddle at 12'' intervals complete as required. | P/Rft | 400 | 268.00 | 107200.00 | |
| 1112 | PART-I COST = | ||||||
| 1113 | PREMIUM @ 25% | 25% | 103700.00 | ||||
| 1114 | TOTAL PART-I COST (SCHEDULE ITEMS WITH PREMIUM) = | ||||||
| 1115 | NON-SCHEDULED ITEMS | ||||||
| 1116 | LT DISTRIBUTION BOARD | ||||||
| 1117 | (Ref. Spec. 8001 , 8133) | ||||||
| 1118 | NS-E-01 | LT 415 V AC shall be made from 16 SWG sheet steel . This shall be designed, fabricated and manufactured as a free standing floor type. The sheet metal work shall be cleaned down to bare shining metal degreased, derusted and painted with TWO base coats of antirust RED paint. The sheet metal work shall be finished in TWO coats of powder paint. The color and shade shall be as approved by the Engineer. The distribution Board shall be complete with all internal wirings, tags, identification labels, TPN and E copper busbars, accessories etc. The DB should be provided with the armored glands. The bus-bars shall be insulated in RED, YELLOW, BLUE and BLACK insulations. The insulation shall be heat shrinkable type or as directed by the Engineer. | |||||
| 1119 | DB-EWT | Job | 1 | 41,691.00 | 41691.00 | ||
| 1120 | LT CABLES | ||||||
| 1121 | (Ref. Specification Section-8001, 8212) | ||||||
| 1122 | NS-E-02 | 10 sqmm, 4 core CU/PVC/PVC stranded copper conductor cable, 600/1000 V grade in already installed conduit/on cable tray. | Rft. | 200 | 1,023.00 | 204600.00 | |
| 1123 | WIRING ACCESSORIES | ||||||
| 1124 | (Ref. Specification Section-8001, 8220) | ||||||
| 1125 | NS-E-10 | Simplex Universal Switch socket outlet with switch 13 A - Simplex, 230V. Mounting Height as per site including appropriate size powder coated metallic back box. | No. | 2 | 2,487.00 | 4974.00 | |
| 1126 | LIGHT FIXTURES | ||||||
| 1127 | (Ref. Spec. 8001, 8150, 8262) | ||||||
| 1128 | Following light fixtures installed on surface or wall or floor or false ceiling or columns or masts complete with all accessories such as lamps, lamp holders, ballasts, starters, ignitors, capacitors, LED drivers as applicable, etc. including all relevant installation material as required and approved by the Engineer. (Note: The contractor shall be reponsible for compatibility of recessed mounted light fixtures with gypsum / aluminium / dampa etc., false ceiling types in coordination with architectural design.) | ||||||
| 1129 | ED-9-E-NS-02 | Providing & fixing Air Craft Warning Light with daylight switch battery & Solar Panel for charging the battery complete in all respects | No. | 1 | 60,000.00 | 60000.00 | |
| 1130 | ED-9-E-NS-02 | Supply and erection of fancy wall type bracket with brass holder & fancy shade : Single (Elevated Water Tank) | Each | 10 | 2,500.00 | 25000.00 | |
| 1131 | ED-9-E-NS-02 | Supply and Erection of AC ENERGY EFFICIENT LED LIGHT BULBS (10 W) | No. | 10 | 800.00 | 8000.00 | |
| 1132 | EARTHING SYSTEM | ||||||
| 1133 | (Ref. Specification Section-8001, 8240) | ||||||
| 1134 | NS-E-10 | Earth Electrode for earthing shall comprise of 75 mm x 4877 mm x 6 mm thick copper plate with 4 Nos. 6 mm dia brass nuts, bolts and washers 70 sqmm HDHC Copper wire as earthing leads. | |||||
| 1135 | A 100 mm dia Medium Duty GI pipe shall be used with 10 mm dia holes @500 mm c-c. The total length of this GI pipe should be 45 ft. | ||||||
| 1136 | A 150 mm dia 80 ft long hole should be drilled in ground by percussion method and above mentioned 100 mm dia medium duty GI pipe should be fixed in this hole simultaneously up to the depth of 60 ft from NSL. | ||||||
| 1137 | When the drilling up to 80 ft depth is complete, The above mentioned earth electrode shall be drop down to the bottom of the hole with the help of 2 Nos 70 sqmm earth leads. | ||||||
| 1138 | Once the plate is in place fill in the hole with moisture retaining bentonite slurry with tremie method up to the top. When the bentonite settle down cast a (1:4:8) concrete manhole 700 mm x 700 mm & 500 mm deep as shown in the drawing. Place a medium duty CI cover as shown in the drawing. | Job | 1 | 238,848.00 | 238848.00 | ||
| 1139 | NS-E-11 | 305 mm long, 50 mm wide and 6mm thick copper busbar as ECP (Earth Connecting Point) complete with insulators, washers, nuts, bolts mounting installation and operational accessories as per site requirements. | Each | 2 | 6,960.00 | 13920.00 | |
| 1140 | NS-E-12 | Earth electrode for lightning protection system comprise 1/2" dia, 10' long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of twelve inches below the ground surface. The earth electrode includes excavation, backfilling, etc. | Job. | 2 | 23,466.00 | 46932.00 | |
| 1141 | CABLE PULLING PIT (1 No. 2'X2'X3') | ||||||
| 1142 | NS-E-29 | RCC manhole cover 24" dia, 2.5" MS angle, RCC 1:2:4 etc, complete with frame; as shown in drawing. | Each | 1 | 19,300 | 19300.00 | |
| 1143 | NON-SCHEDULE ITEMS = | ||||||
| 1144 | TOTAL B-9) SCHEDULE ITEMS +NON-SCHEDULE ITEMS | ||||||
| 1145 | TOTAL B-9) = (i + ii + iii) | ||||||
| 1146 | B-10) | UNDERGROUND WATER TANK & PUMP ROOM | |||||
| 1147 | i) | CIVIL WORKS | |||||
| 1148 | GENERAL NOTE. | ||||||
| 1149 | SCOPE : (Applicable to all sections) | ||||||
| 1150 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer. | ||||||
| 1151 | PART-I (SCHEDULE ITEMS) | ||||||
| 1152 | (103-2) | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | %Cft | 12361 | 1862.13 | 230177.89 | |
| 1153 | (103-28) | 5'-00" to 8'-00" Depth | %Cft | 7417 | 2099.63 | 155729.56 | |
| 1154 | (103-28) | 8'-00" to 11'-00" Depth | %Cft | 7417 | 2337.13 | 173344.93 | |
| 1155 | (103-28) | 11'-00" to 14'-00" Depth | %Cft | 7417 | 2574.63 | 190960.31 | |
| 1156 | (103-28) | 14'-00" to 17'-00" Depth | %Cft | 7417 | 2812.13 | 208575.68 | |
| 1157 | (103-28) | 17-00" to 20'-00" Depth | %Cft | 7417 | 3049.63 | 226191.06 | |
| 1158 | (103-28) | 20-00" to 23'-00" Depth | %Cft | 3577 | 3287.13 | 117580.64 | |
| 1159 | (104-1) | Filling excavated earth available at site in foundation, plinth or under floor, etc. including breaking clods, dressing, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52m). | %Cft | 2272 | 735.19 | 16703.52 | |
| 1160 | (105-14) + (105-27) | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete. | %Cft | 1000 | 24504.59 | 245045.90 | |
| 1161 | (109-113) + (109-120) | Providing and laying 1:3:6 (1 cement 3 sand and 6 coarse aggregate) cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge in steps including cost of form work and its removal etc. complete in ground floor. | 100Cft | 38 | 29075.48 | 11048.68 | |
| 1162 | (108-12) | Providing 4 coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | %Sft | 1191 | 1010.75 | 12038.03 | |
| 1163 | (112-03) +(112-79) | Providing and laying first class solid burnt brick masonry set in cement mortar 1:4 in straight or curved wall 4-1/2 inches (114 mm) or less thickness including scaffolding, raking out joints and curing etc, complete in foundation, basement and plinth (foundation and basement masonry upto 5 (1.52 Ru.m.) feet depth and plinth upto 4 feet (1.2 Ru.m.) height from ground level) . | %Cft | 382 | 43334.68 | 165538.48 | |
| 1164 | (112-03) + (112-79) + (112-20) | 5'-00" to 10'-00" Depth | %Cft | 382 | 44616.13 | 170433.62 | |
| 1165 | (112-03) + (112-79) + (112-20)*2 | 10'-00" to 15'-00" Depth | %Cft | 382 | 45897.58 | 175328.76 | |
| 1166 | (112-25) | Providing and laying first class solid burnt brick masonry set in cement mortar 1:6 in straight or curved walls 9 to 13-1/2 inches (229 mm to 343 mm) thick including scaffolding, raking, out joints and curing etc. complete in ground floor superstructure . | 100Cft | 886 | 41260.97 | 365572.19 | |
| 1167 | (114-4) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth . | 100Cft | 181 | 45648.76 | 82624.26 | |
| 1168 | (114-32) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using screened graded bajri 3/4 inch (19 mm) and down gauge having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight walls, vertical fins etc.3 inches (70mm) thick and less than 5 inches (127mm) thick including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in ground floor. | 100Cft | 85 | 75,188.86 | 63910.53 | |
| 1169 | (114-38) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor. | 100Cft | 186 | 51051.03 | 94954.92 | |
| 1170 | (114-99) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in foundation or bottom slab of rectangular underground tank including form works and its removal, levelling, compacting and curing etc. complete but excluding the cost of reinforcement | %Cft | 3531 | 35159.55 | 1241483.71 | |
| 1171 | (114-101) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in in walls of rectangular underground water tank or septic tank including form works and its removal, compacting and curing etc. complete, but excluding the cost of reinforcement. | %Cft | 4458 | 58261.17 | 2597282.96 | |
| 1172 | (114-104) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in top slab of rectangular underground water tank or septic tank its removal, compacting and curing ate. complete but excluding the cost of reinforcement | %Cft | 1407 | 50480.37 | 710258.81 | |
| 1173 | (114-50) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight stairs and landing of required section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor. | 100Cft | 113 | 61558.17 | 69560.73 | |
| 1174 | (114-166) | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | Kg | 29165 | 282.45 | 8237654.25 | |
| 1175 | (114-167) | Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work . | Kg | 1523 | 266.7 | 406184.10 | |
| 1176 | (117-6) + (114-136) | Providing, and laying floors of 2 inches (51 mm) thick 1:2:4(1 cement 2 sand and 4 coarse aggregate) cement concrete using graded crushed boulders 3/4 inches (19 mm) and down gauge in ground floor laid in panels including form work, consolidation, finishing, curing etc. complete.. | %Sft | 656 | 7392.27 | 48493.29 | |
| 1177 | (117-6) + (114-136) + (117-26) | Providing, and laying floors of 2 inches (51 mm) thick 1:2:4 (1 cement 2 sand and 4 coarse aggregate) cement concrete using graded crushed boulders 3/4 inches (19 mm) and down gauge in basement and mezzanine floor laid in panels including form work, consolidation, finishing, curing etc. complete (RoofScreed). | %Sft | 724 | 8128.52 | 58850.48 | |
| 1178 | (117-10) | Providing and laying terrazzo floor 1-1/4 inches (32 mm) thick consisting of 1/4 inch (6.4 mm) thicktopping 1:2 (one grey cement 2 approved marble chip No. 0 to 2) in ground floor over base of 1:2:4 (one cement 2 sand and 4 screened graded bajri) cement concrete 1 inch (25 m) thick laid in panels or pattern including form work, curing cutting, rubbing and polishing etc. complete.. | %Sft | 1313 | 8953.27 | 117556.44 | |
| 1179 | (118-1) | Providing and laying dado and skirting with 3/4 inch (19 mm) thick cement plaster 1:3 in ground floor including finishing smooth with a floating coat of neat cement, rounding corners and curing etc. complete. | %Sft | 1764 | 7274.72 | 128326.06 | |
| 1180 | 118-2 | Providing and laying dado and skirting with 1/2 inch (13 mm) thick cement plaster 1:3 in ground floor including finishing smooth with a floating coat of neat cement, rounding corners and curing etc. complete.. | %Sft. | 69 | 6170.64 | 4257.74 | |
| 1181 | (119-6) | Providing and fixing double leaf steel doors made to crittal or equivalent standard and of approved sections fully panelled with M. S. Sheet of 16 gauge painted with two coats of red oxide paint including using approved brass section oxidized fitting iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor. | Sft. | 44 | 988.98 | 43515.12 | |
| 1182 | (119-32) | Providing and fixing iron grills with required section of angle iron and MS square bar as per approved design including welding all sides of the section at the junction, and fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor in masonry or concrete work. | Kg. | 110 | 290.89 | 31997.90 | |
| 1183 | (119-48 | Providing & fixing partly fixed and partly hung steel Windows and ventilators made of M.S. pipe (18 guage) of approved section comprising of frame L-Section l-l/2" x l-l/2" shutter frame of T Section 2" x 1" and vertical partition of T-Section 2" x l-l/2" and l/2" x l/2" M.S. pipe beading for fixing glass panes, clamping the screws at 4 inches center to center, rubber packing for glazing, painted two coats with red oxide paint including using iron lugs, cutting holes and making good damages to walls etc. complete as required in any floor but excluding the cost of glass panes. | Sft | 101 | 1747.83 | 176530.83 | |
| 1184 | (122-2) | 1/4" thick cement plaster 1:4 on soffits of ceiling cantilever slabs sides and soffits of beams etc. in basement mezzanine and ground floor including making edges corners and curing etc. complete. | 100Sft | 656 | 3852.59 | 25272.99 | |
| 1185 | (122-4) | 1/2" (13 mm) thick cement plaster 1:4 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, corners, and curing etc., complete . | 100Sft | 5078 | 4381.84 | 222509.84 | |
| 1186 | (122-151) | Distempering with vinyle distemper (ICI) Dulux Paintex of approved make and shade in two coats over and including the cost of one priming coat of lime wash including sand papering, dusting, and filling the holes, cracks and inequalities, if any, at any height in any floor. | %Sft | 656 | 3401.25 | 22312.20 | |
| 1187 | (122-162) | Painting with (ICI) Dulux Plastic emulsion paint VIP of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor. | 100Sft | 1006 | 6737.38 | 67778.04 | |
| 1188 | (122-172) | Painting three coats with weather shield paint deluxe (ICI) make of approved shade on plaster surface (External) and including the cost of cleaning the surface, sand papering etc. complete at any height in any floor. | %Sft | 572 | 4408.75 | 25218.05 | |
| 1189 | (124-97) | Providing and fixing PVC ribbed water stops 9" (229 mm) wide in vertical or horizontal expansion joints including cutting or jointing etc., complete in all floors. | Rft | 223 | 448.81 | 100084.63 | |
| 1190 | (124-170) | Providing and laying 3/8"(9mm) thick Marble patties (Panel strips) upto 1" depth in floor and dado of any description in all floors. | Rft. | 210 | 17.38 | 3649.80 | |
| 1191 | (124-199) | Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge. | Sft. | 7172 | 13.13 | 94168.36 | |
| 1192 | (119-33) | Providing and fixing stair railing 3 feet height of MS square pipe 1-1/ 2" x1-1/ 2" of 16 SWG vertical on alternate step and M.S. square pipe 3/4"x3/4" 16 SWG 2 Nos horizontal pipe and 2-1/2" x2-1/2" ,16 SWG MS square pipe as top rail as per design including cuttingmaking holes fixing with sunk iron screws, painting two coats of red oxide paint etc. complete as required in any floor. | Rft | 53.00 | 893.60 | 47360.80 | |
| 1193 | (134-2) | Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site: | |||||
| 1194 | 1 miles (1.6 km) lead. | %Cft | 22721 | 383.79 | 87200.93 | ||
| 1195 | Sub Total of Schedule Items (Part-I) = | ||||||
| 1196 | Premium @ 25% = | 4318317.00 | |||||
| 1197 | TOTAL PART-I (SCHEDULE ITEMS) = | ||||||
| 1198 | PART-II (NON- SCHEDULE ITEMS) | ||||||
| 1199 | BRICK MASONRY | ||||||
| 1200 | N.S - 1 | Extra payment for Face work (half brick thick) using first class sorted/fair bricks at any floor complete in all respects. | Cft. | 401.00 | 75.00 | 30075.00 | |
| 1201 | WATER PROOFING & EXPANSION JOINT FILLING | ||||||
| 1202 | N.S -2 | Providing and fixing two layer of 2mm thick torch applied Bitumenous Membrane on earth-faced RCC basement walls over primed surfaces coated as per manufacturer's recommended primer, complete in all respect. | Sft | 5,924 | 150 | 888600.00 | |
| 1203 | N.S- 3 | Applying 2-Coats of Sikalstic 560 chemical of SIKA or approved equivalent at green areas complete in all respects | Sft | 3087 | 150 | 463050.00 | |
| 1204 | Sub Total of Non-Schedule Items (Part-II) = | ||||||
| 1205 | TOTAL B-10-i) (PART-I + PART-II) = | ||||||
| 1206 | ii) | PLUMBING WORKS | |||||
| 1207 | GENERAL NOTE | ||||||
| 1208 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per drawings, specifications and as approved by the Engineer. | ||||||
| 1209 | SCHEDULED ITEMS | ||||||
| 1210 | WATER SUPPLY PIPES AND FITTINGS | ||||||
| 1211 | Providing G.I. pipes, specials and clamps etc., including fixing cutting and fitting complete with and including the cost of breaking through walls and roof, making good etc., painting 2 coats after cleaning the pipe etc.; with white zinc paint with pigment to match the colour of the building and testing with water to a pressure head of 200 feet (61 M) and cartages within 10 miles (16.09 km.) (ILLM) | ||||||
| 1212 | 305-5 | 1-1/2 inches (40 mm) dia pipe (ILLM). | Rft | 50 | 534.17 | 26708.50 | |
| 1213 | 305-7 | 03 inches (80 mm) dia pipe (ILLM). | Rft | 50 | 1,142.06 | 57103.00 | |
| 1214 | 305-8 | 04 inches (100 mm) dia pipe (ILLM). | Rft | 50 | 1,787.59 | 89379.50 | |
| 1215 | VALVES | ||||||
| 1216 | Providing and fixing cast iron sluice valves with' flanged ends and two tail pieces to each valve complete with bolts and nuts, including the cost of insertion rubber washers (valves to stand test pressure head of 400 feet (122 m). 3 inches (80 mm) dia.. | ||||||
| 1217 | 310-01 | 03 inches (80 mm) dia.. | Each | 2 | 7,961.40 | 15922.80 | |
| 1218 | 310-02 | 04 inches (100 mm) dia. | Each | 2 | 10,236.40 | 20472.80 | |
| 1219 | 310-03 | 06 inches (150 mm) dia. | Each | 2 | 12,516.80 | 25033.60 | |
| 1220 | CAST IRON COVERS | ||||||
| 1221 | 315-28 | Providing & fixing C.I Cover & Frame 30" dia (765 mm) weight 3 cwt (152.41 Kg.) | Each | 5 | 43,965.00 | 219825.00 | |
| 1222 | TOTAL (SCHEDULED) = | ||||||
| 1223 | PREMIUM 25% = | 113611.00 | |||||
| 1224 | TOTAL WITH PREMIUM (SCHEDULED) = | ||||||
| 1225 | NON-SCHEDULED ITEMS | ||||||
| 1226 | PUMPING MACHINERY | ||||||
| 1227 | (Ref. Specs: 5240) | ||||||
| 1228 | NS-01 | Automatically operated skid mounted Horizontal centrifugal pump set (in pump room with UGWT) for lifting water from Underground water tank to Elevated water tank, comprising two (02) number pumps with electric motors (one working second standby),Each of Head=200feet and discharge=150gpm, including all accessories, level switches to be installed in Elevated & under ground water tank for automatic operation of pumps at set levels, dry running protection, combined motor control unit & automatic duty cycle relay, pressure guages, foot check valve, Gate and swing check valves, flexible joints, Y-strainers, all PN-16 pressure rating,manual tools, spare parts etc, complete in all respects as shown in drawings and as directed by the Engineer, | Job | 1 | 4,483,557 | 4483557.00 | |
| 1229 | NS-02 | FM approved/UL listed, Skid Mounted Firefighting pumping unit (NFPA compliance) consisting 01 Nos. Horizontal Centrifugal Pump (Electric driven) of Q=750gpm & H=09Bars, 01 No. Horizontal centrifugal Pump (Diesel engine driven) of Q=750gpm & H=09Bars, 01 No. jockey pump vertical centrifugal of Q=50gpm & H=10 Bars with electric motor,pressure tank, including FFPU motor control unit with VFD for electric driven pump, diesel day tank, all accessories, manual, tools, spare parts, gate valves, check valves, automatic recirculation valve on return line, pressure switches, pressure gauges, Stainless steel flexible joints, strainers, anti vortex plate at suction ends etc, unit complete in all respects as shown in drawings and as directed by the Engineer. | Job | 1 | 35,621,057 | 35621057.00 | |
| 1230 | NS-03 | Automatically operated submersible storm disposal pump & motor including all accessories, gate and check valve, level switches ,manual tools spare parts,Control panel complete in all respectsas per drawings and specs of approved make, Each of the 30gpm capacity and 30feet pumping head. | Job | 1 | 373,028 | 373028.00 | |
| 1231 | WATER SUPPLY/ FIREFIGHTING PIPES AND FITTINGS | ||||||
| 1232 | (Ref. Specs: 5216) | ||||||
| 1233 | NS-04 | Galvanized Iron (GI) pipes for potable water supply conforming to ASTM-A53 Sch. 40, Grade-B with specials/flanges hangers and clamps etc, including fixing, cutting, welding, fixing & support systems; giving anti corrosive treatment and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, painting with two coats of approved enamel paint after cleaning the pipe. | |||||
| 1234 | (a) | 06 inches | Rft | 10 | 6,830 | 68300.00 | |
| 1235 | (b) | 04 inches | Rft | 100 | 3,940 | 394000.00 | |
| 1236 | (c) | 03 inches | Rft | 100 | 2,799 | 279900.00 | |
| 1237 | NS-05 | Mild Steel (MS) pipes for firefighting water supply conforming to ASTM-A53 Sch. 40, Grade-B with specials/flanges hangers and clamps etc, including fixing, cutting, welding, fixing & support systems; giving anti corrosive treatment and other fittings complete with and including the cost of breaking, through walls and slabs, making walls & slabs good thereafter, etc, painting with two coats of approved enamel paint after cleaning the pipe. | |||||
| 1238 | (a) | 3" dia | Rft | 10 | 2,037.00 | 20370.00 | |
| 1239 | (b) | 4" dia | Rft | 50 | 2,913.00 | 145650.00 | |
| 1240 | (c) | 6" dia | Rft | 100 | 5,037.00 | 503700.00 | |
| 1241 | (d) | 8" dia | Rft | 50 | 7,527.00 | 376350.00 | |
| 1242 | VALVES | ||||||
| 1243 | (Ref. Specs: 5216, 5220) | ||||||
| 1244 | NS-06 | C.I. gate valves conforming to BS-5163 (PN-16) including Adapters, flanges, nuts & bolts, transition pipe pieces with flanges, rubber seal, making required type of joints on both ends complete in all respect as shown on drawings or as directed by the Engineer of following diameters. | |||||
| 1245 | a) | 3" dia | Each | 2 | 62,820 | 125640.00 | |
| 1246 | b) | 4" dia | Each | 2 | 78,945 | 157890.00 | |
| 1247 | c) | 6" dia | Each | 6 | 139,945 | 839670.00 | |
| 1248 | d) | 8" dia | Each | 1 | 186,695 | 186695.00 | |
| 1249 | NS-07 | Float valve, of approved make, including jointing arrangement of pipes on both ends of valves; nuts, bolts etc. complete in all respects as per specifications, to be installed in overhead water tank, of 03 inches diameter. | Each | 1 | 47,535 | 47535.00 | |
| 1250 | MISCELLANEOUS | ||||||
| 1251 | NS-08 | Dia 4" u-turned G.I. vent pipes, pudddle plate, with insect proof mesh at open end etc., complete in all respects. | Job | 4 | 13,534 | 54136.00 | |
| 1252 | NS-09 | Galvanised MS ladder rungs 3/4" dia inside and outside water tanks; Each rung of 18" width, 6" projected outside the wall and 6" embeded in RCC on both ends; including all necessary works for complete installation | Each | 60 | 1,513 | 90780.00 | |
| 1253 | TOTAL (NON-SCHEDULED) = | ||||||
| 1254 | TOTAL Total B-10-ii) SCHEDULED + NON SCHEDULED | ||||||
| 1255 | iii) | ELECTRICAL WORKS | |||||
| 1256 | SCHEDULED ITEMS | ||||||
| 1257 | 2-80 | CEILING FANS | |||||
| 1258 | 2·80·03 | Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down, rod including connection with 14.0076" flexible wire complete as required. (without regulator) Pak, Rovat FC,Younas, Millat | Each | 2 | 9,349 | 18698.00 | |
| 1259 | 2-87 | FAN CLAMPS, DOWN ROD & MAKING HOLE. | |||||
| 1260 | 2-87-01 | Providing & installing of Ceiling fan down rod 3/4" dia heavy gauge GI pipe of require length, one end arrangement for fan insulator and other end duly threaded and hole for split pin etc to be hold all sweep ceiling fan as required. | P/Rft. | 2 | 70 | 140.00 | |
| 1261 | 2-3 | Point wiring in recessed PVC conduit | |||||
| 1262 | 2-3-01 | Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall, column , roof including 1 mm² single core pvc insulated wire as ECC as Required. | Point | 10 | 2,836 | 28360.00 | |
| 1263 | 2-7 | Extension /Additional Point wiring | |||||
| 1264 | 2-7-03 | Extension /additional wiring for light fan call bell or light plug point controlled with same switch with (3/.029") pvc insulated wire in 20 mm (3/4") dia PVC conduit recessed in the wall , column or roof including 1mm² single core pvc insulated wire as ECC as required. | P/Point | 5 | 1,179 | 5895.00 | |
| 1265 | 2-27 | 2 Wire with ECC wire in existing conduits/cable duct | |||||
| 1266 | 2-27-02 | Supply & drawing of 2 x 2.5 mm² single core pvc insulated wire including 1 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. | Rft | 200 | 99 | 19800.00 | |
| 1267 | 2-27-03 | Supply & drawing of 2 x 4 mm² single core pvc insulated wire including 1.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. (DB to first Socket 13A/15A , Socket to Socket). | Rft | 210 | 145 | 30450.00 | |
| 1268 | 2-27-04 | Supply & drawing of 2 x 6 mm² single core pvc insulated wire including 2.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required. | Rft | 200 | 209 | 41800.00 | |
| 1269 | NOTE: The wiring shall be done as following. | ||||||
| 1270 | a | Wiring of light circuit from Distribution Board to switch, including circuit wiring between switches on the same circuit with Two nos. single core 2.5 Sqmm and One no.1.5 sq mm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 1 " PVC conduits including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects. | |||||
| 1271 | b | Wiring from switch to light or fan point with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects. | |||||
| 1272 | c | Wiring from light to light with 3 Nos. single core 1.5 Sqmm PVC insulated 300/500 Volts grade stranded copper conductor cables in concealed 3/4" PVC conduit including PVC conduit, conduit accessories (junction box, pull box, fan box etc) complete in all respects. | |||||
| 1273 | d | Wiring of circuit from Distribution Board to 13A , 230 Volts, 3 pin switched socket outlet with Two nos. single core 2.5 sqmm and One no. 1.5 sqmm PVC insulated 300/500 Volts grade solid or stranded copper conductor cables in 1" dia concealed PVC conduit laid underfloor including PVC conduit, conduit accessories, etc. complete in all respects. | |||||
| 1274 | e | Wiring from 13 Amps, 3 pin socket to socket with Two nos. single core 2.5 Sqmm and One no. 1.5 sq mm PVC insulated 300/500 Volts grade solid or stranded copper conductor cables in concealed 1" PVC conduit laid underfloor including PVC conduit, conduit accessories, etc.complete in all respects. | |||||
| 1275 | f | Wiring of circuit from distribution board to 15A, 230 Volts, 3 Pin switched socket outlet with 2 Nos. one core 4 Sqmm and One no. 2.5 sq mm PVC insulated 300/500 Volts grade solid or stranded copper conductor cables in concealed 1" PVC conduit laid underfloor including PVC conduit, conduit accessories, etc. complete in all respects. | |||||
| 1276 | g | Wiring from 15 Amps, 3 pin socket to socket with Two nos. single core 2.5 Sqmm and One no. 1.5 sq mm PVC insulated 300/500 Volts grade solid or stranded copper conductor cables in concealed 1" PVC conduit laid underfloor including PVC conduit, conduit accessories, etc.complete in all respects. | |||||
| 1277 | LIGHT FIXTURES | ||||||
| 1278 | 2-78 | (Sunlight , Pierlite , Future Technology) | |||||
| 1279 | 2-78-01 (a) | Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having warm/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (7-10) Watts | Each | 10 | 1,824 | 18240.00 | |
| 1280 | 2-78-03 (c) | Providing, Installation, Testing & Commissioning of 4 Feet 36 Watts LED Tube/ Batten Lights including driver, having warm / neutral white / cool white colour, 80-90 lm/watts efficiency, 0.9 or above power factor, 10000-15000 hours life cycle, including connection, complete in all respect as approved by the Engineer Incharge | Each | 6 | 3,854 | 23124.00 | |
| 1281 | WIRING ACCESSORIES | ||||||
| 1282 | 2-66 | SCHNEIDER /PHILIPS ACCESSORIES ON RECESSED METAL BOARD | |||||
| 1283 | 2-66-01 | Providing & fixing 10 Amps Polycarbonate flame retardant, S.P Switch with fancy required gang plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider/ Philips) | Each. | 10 | 471 | 4710.00 | |
| 1284 | 2-66-11 | Providing & fixing Polycarbonate flame retardant, Fan Dimmer with plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. (Schneider / Philips) | Each | 2 | 1,197 | 2394.00 | |
| 1285 | 2-66-06 | Providing & fixing 15 Amps Polycarbonate flame retardant 3-Pin switch socket unit with fancy gang plate fixed on die fabricated, powder coated metal board recessed in wall or column including connection as required. (Clipsal make) | Each | 5 | 1,290 | 6450.00 | |
| 1286 | 2-61 | UPVC CONDUIT & DUCT | |||||
| 1287 | 2-61-05 | Supply and fixing 50mm (2") dia Upvc conduit with all especial such as bends, sockets, junction etc Fitted on surface as required. | P/Rft | 100 | 231 | 23100.00 | |
| 1288 | 2-61-06 | Supply and fixing 20mm (3/4") dia Upvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required. | P/Rft | 200 | 49 | 9800.00 | |
| 1289 | 2-61-07 | Supply and fixing 25mm (1") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required. | P/Rft | 200 | 55 | 11000.00 | |
| 1290 | 2-61-10 | Supply and fixing 50mm (2") dia uPVC conduit with all especial such as bends, sockets, junction etc recessed in the wall or floor as required. | P/Rft | 100 | 177 | 17700.00 | |
| 1291 | 306-23 | Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 2 inches (50 mm) dia pipe | P/Rft | 100 | 435 | 43472.00 | |
| 1292 | 306-24 | Providing and Fixing un Polyviny chloride (PVC) D class and specials etc.including cutting and fitting complete with and including the cost of cutting trench up to 1-1/2 feet deep refilling,watering remaining,and disposal of surplus earth wirth one chain and after cleaning the pipe and cartage with 10miles (16.09 km.)(working pressure12 kg/cm2) 3 inches (80 mm) dia pipe | P/Rft | 150 | 503 | 75520.50 | |
| 1293 | 3-04 | 4 CORE LT UN ARMOURED CABLE IN EXISTING CONDUIT OR CABLE DUCT | |||||
| 1294 | 3-4-01 (a) | Providing & laying 4 core, 16 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 100 | 804 | 80400.00 | |
| 1295 | 3-4-01 (f) | Providing & laying 4 core, 95 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 200 | 4,443 | 888600.00 | |
| 1296 | 2-37 | 4 Wire with ECC wire in Recessed uPVC conduit | |||||
| 1297 | 2-37-04 | Wiring for sub-main with 4 x 6 mm², PVC insulated wire 300/00 volts grade, single core, stranded copper conductor wire in 25 mm (1'') dia uPVC conduit recessed in the wall, column and roof etc including 2.5 mm² PVC insulated wire single core wire as ECC as required ( for Floor Standing AC). | Rft | 50 | 518 | 25900.00 | |
| 1298 | 2-26 | Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts | |||||
| 1299 | 2-26-05 | Supply & drawing of 10 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required. | Rft | 100 | 139 | 13900.00 | |
| 1300 | 3-9 | EXCAVATION | |||||
| 1301 | 3-09-01 | Excavation in soft soil including lift upto 5ft and filling excavated earth including breaking clods dressing, watering, consolidation and ramming in layers to full compaction i/c disposal of surplus excavated stuff as directed as required. | P/CFT | 1,200 | 11 | 13524.11 | |
| 1302 | 3-09-03 | Excavation in Hard soil including lift up to 5ft and filling excavated earth including ,breaking clods, dressing ,watering, consolidation and ramming: in layers to full compaction l/c disposal of surplus us excavated stuff as directed. | P/CFT | 1,200 | 15.00 | 18000.00 | |
| 1303 | CABLE PULLING PIT (3 No. 2'X2'X3') | ||||||
| 1304 | EARTH WORK | ||||||
| 1305 | Excavation for foundation trenches and drains in all kinds of soil (except gravelly and murum soil, wet silt, clay or mud conglomeration of gravel and boulders, soft, sandy or disintegrated sandy and hard rock) and back filling the excavated material in foundation, plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1306 | 103-1 | Lift upto 5 feet | 100CFT | 495 | 1624.63 | 8041.92 | |
| 1307 | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1308 | 103-2 | Lift upto 5 feet | 100cft | 33 | 1862.13 | 610.77 | |
| 1309 | Excavation for foundation trenches and drains in strata of conglomeration of gravel and boulders by hammering, chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1310 | 103-5 | Lift upto 5 feet | 100cft | 16 | 5547.38 | 909.75 | |
| 1311 | Excavation for foundation trenches and drains in soft or disintegrated rock by hammering, chiselling and Jumper work including, stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1312 | 103-7 | Lift upto 5 feet | 100cft | 16 | 2328.63 | 381.89 | |
| 1313 | Excavation for foundation trenches and drains in hard rock by hammering chiselling and jumper work including stacking of serviceable and unserviceable materials separately, lead upto one chain (30.5 R.m) and lift as follows: | ||||||
| 1314 | 103-8 | Lift upto 5 feet | 100cft | 16 | 4434.88 | 727.31 | |
| 1315 | RCC CHAMBER | ||||||
| 1316 | 106-11 | Providing and laying in situ 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge in foundation, basement and plinth including form work, compacting, curing and removal of form work etc. complete, foundation and basement up to 5 feet (1.52 m) depth and plinth up to 4 feet (1.2 m) height from ground level. | 100cft | 10 | 32221.55 | 3108.37 | |
| 1317 | 114-2 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in raft or strip foundation with columns and pillars, of any shape including form work and its removal, compacting, leveling and curing etc. complete but excluding the cost of reinforcement, in foundation basement and plinth | 100cft | 14 | 33562.40 | 4757.47 | |
| 1318 | 114-10 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in straight walls 5" (127 mm) to 6" (152 mm) thick including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth | 100cft | 47 | 55457.69 | 26203.76 | |
| 1319 | 114-56 + 114-136 + 114-145 | Providing and laying reinforced cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge with lawrencepur sand having a minimum works cube crushing strength of 3000 Ibs. per sq inch (20.69 N/mm2 ) at 28 days with a mix not leaner than 1:2:4 in ordinary slab 5 inches (127 mm) to 6 inches (152 mm) thick Including form work and its removal compacting and curing etc. complete but excluding the cost of reinforcement, in basement plinth and ground floor | 100cft | 14 | 45945.52 | 6512.78 | |
| 1320 | 114-167 | Providing and laying ribbed deformed (minimum yield point 40,000 psi) reinforcement bars with and including the cost of straightening, cutting, bending, binding, wastage and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wires, cost of chairs and wires etc. in all kinds of RCC works in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension. | kg | 171 | 266.70 | 45720.00 | |
| 1321 | CARRIAGE | ||||||
| 1322 | 134-2 | Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site: | |||||
| 1323 | i) | 1/2 mile (0.80km) lead of part thereof. | 100cft | 51 | 332.98 | 170.48 | |
| 1324 | ii) | 1 mile (1.6 km) lead. | 100cft | 26 | 383.79 | 98.25 | |
| 1325 | iii) | 2 miles (3.2 km) lead. | 100cft | 51 | 483.37 | 247.48 | |
| 1326 | PART-I COST = | ||||||
| 1327 | PREMIUM @ 25% | 25% | 379617.00 | ||||
| 1328 | TOTAL PART-I COST (SCHEDULE ITEMS WITH PREMIUM) = | ||||||
| 1329 | NON SCHEDULE ITEMS | ||||||
| 1330 | LT DISTRIBUTION BOARD | ||||||
| 1331 | (Ref. Spec. 8001 , 8133) | ||||||
| 1333 | NS-E-01 | LT 415 V AC weather proof (DB), shall be made from 14 SWG sheet steel. This shall be designed, fabricated and manufactured as a free standing floor type. The sheet metal work shall be cleaned down to bare shining metal degreased, derusted and painted with TWO base coats of antirust RED paint. The sheet metal work shall be finished in TWO coats of powder paint. The color and shade shall be as approved by the Engineer. The distribution Board shall be complete with all internal wirings, tags, identification labels, TPN and E copper busbars, accessories etc. The DB should be provided with the armored glands. The bus-bars shall be insulated in RED, YELLOW, BLUE and BLACK insulations. The insulation shall be heat shrinkable type or as directed by the Engineer. | |||||
| 1334 | a) | DB-PR | Job | 1 | 193,881.00 | 193881.00 | |
| 1335 | LED LIGHT FIXTURE | ||||||
| 1336 | (Ref. Spec. Nos. 8001, 8150) | ||||||
| 1337 | Supply, installation, testing & commissioning of the following types of light fixtures including LED Light with driver, internal wiring complete with all mounting accessories as per architectural arrangements/ requirements, dust & moisture protected and corrosion proof and suitable for this area as acceptably supplied and installed and as approved by the Engineer. | ||||||
| 1338 | NS-E-17 | 12 W Weather Proof Bulkhead die cast aluminum body WALL mounted OUTDOOR LIGHT IP 55 or better | Each | 2 | 12,989 | 25978.00 | |
| 1339 | LT CABLES | ||||||
| 1340 | (Ref. Specification Section-8001, 8212) | ||||||
| 1341 | NS-E-02 | 10 sqmm, 4 core CU/PVC/PVC stranded copper conductor cable, 600/1000 V grade in already installed conduit/on cable tray. | Rft. | 100 | 1023 | 102300.00 | |
| 1342 | WIRING ACCESSORIES | ||||||
| 1343 | (Ref. Specification Section-8001, 8220) | ||||||
| 1344 | NS-E-10 | Simplex Universal Switch socket outlet with switch 13 A - Simplex, 230V. Mounting Height as per site including appropriate size powder coated metallic back box. | No. | 10 | 2,487 | 24870.00 | |
| 1345 | Following rating SP&N/TP&N load break switches AC-3 duty in weather proof enclosure of the following rating: | ||||||
| 1346 | NS-E-37 | 32 Amp, SP&N | Each | 1 | 7,151 | 7151.00 | |
| 1347 | NS-E-38 | 20 Amp, SP&N | Each | 1 | 6,371 | 6371.00 | |
| 1348 | NS-E-39 | 16 Amps, 400 Volts 5 Pole Industrial Socket | No. | 1 | 6,441 | 6441.00 | |
| 1349 | EARTHING | ||||||
| 1350 | (Ref. Spec. Nos. 8001, 8240) | ||||||
| 1351 | NS-E-10 | Earth Electrode for earthing shall comprise of 75 mm x 4877 mm x 6 mm thick copper plate with 4 Nos. 6 mm dia brass nuts, bolts and washers 70 sqmm HDHC Copper wire as earthing leads. | |||||
| 1352 | A 100 mm dia Medium Duty GI pipe shall be used with 10 mm dia holes @500 mm c-c. The total length of this GI pipe should be 45 ft. | ||||||
| 1353 | A 150 mm dia 80 ft long hole should be drilled in ground by percussion method and above mentioned 100 mm dia medium duty GI pipe should be fixed in this hole simultaneously up to the depth of 60 ft from NSL. | ||||||
| 1354 | When the drilling up to 80 ft depth is complete, The above mentioned earth electrode shall be drop down to the bottom of the hole with the help of 2 Nos 70 sqmm earth leads. | ||||||
| 1355 | Once the plate is in place fill in the hole with moisture retaining bentonite slurry with tremie method up to the top. When the bentonite settle down cast a (1:4:8) concrete manhole 700 mm x 700 mm & 500 mm deep as shown in the drawing. Place a medium duty CI cover as shown in the drawing. | Job | 1 | 238,848.00 | 238848.00 | ||
| 1356 | NS-E-11 | 305 mm long, 50 mm wide and 6mm thick copper busbar as ECP (Earth Connecting Point) complete with insulators, washers, nuts, bolts mounting installation and operational accessories as per site requirements. | Each | 1 | 6,960 | 6960.00 | |
| 1357 | NS-E-12 | Earth electrode for lightning protection system comprise 1/2" dia, 10' long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of twelve inches below the ground surface. The earth electrode includes excavation, backfilling, etc. | Job. | 1 | 23,466.00 | 23466.00 | |
| 1358 | CABLE PULLING PIT (1 No. 2'X2'X3') | ||||||
| 1359 | NS-E-29 | RCC manhole cover 24" dia, 2.5" MS angle, RCC 1:2:4 etc, complete with frame; as shown in drawing. | Each | 3 | 19,300 | 57900.00 | |
| 1360 | NON-SCHEDULE ITEMS = | ||||||
| 1361 | TOTAL B-10-iii) SCHEDULE ITEMS +NON-SCHEDULE ITEMS | ||||||
| 1362 | TOTAL B-10) = (i + ii + iii) | ||||||
| 1363 | B-11) | SEPTIC TANK | |||||
| 1364 | GENERAL NOTE. | ||||||
| 1365 | SCOPE : (Applicable to all sections) | ||||||
| 1366 | Supply, installation, testing and commissioning of the following items of work, including all labour, tools, plant, accessories, etc. required for completion of each item as per specifications and as approved by the Engineer. | ||||||
| 1367 | PART-I (SCHEDULE ITEMS) | ||||||
| 1368 | (103-2) | Excavation for foundation trenches and drains in gravelly soil and back filling the excavated material in foundation trenches plinth or under floor including breaking clods, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction, dressing and disposal of surplus excavated stuff as directed lead upto one chain (30.5 R.m) and lift upto 5 feet (1.52 m). | %Cft | 2900 | 1862.13 | 54001.77 | |
| 1369 | (103-2) + (103-28) | 5'-00" to 8'-00" Depth | %Cft | 1739 | 2099.63 | 36512.57 | |
| 1370 | (103-2) + (103-28)*2 | 8'-00" to 11'-00" Depth | %Cft | 1739 | 2337.13 | 40642.69 | |
| 1371 | (103-2) + (103-28)*3 | 11'-00" to 14'-00" Depth | %Cft | 1739 | 2574.63 | 44772.82 | |
| 1372 | (104-1) | Filling excavated earth available at site in foundation, plinth or under floor, etc. including breaking clods, dressing, watering, consolidation by ramming in layers not exceeding 9 inches (229 mm) in depth to full compaction complete within a lead of one chain (30.5 R.m) and lift of 5 feet (1.52m). | %Cft | 5580 | 735.19 | 41023.60 | |
| 1373 | (105-14) + (105-27) | Providing and laying 1:4:8 (1 cement 4 sand and 8 coarse aggregate) cement concrete using crushed graded boulders 1 inch (25 mm) and down gauge in foundation including leveling, compacting and curing etc.complete. | %Cft | 138 | 24504.59 | 33816.33 | |
| 1374 | (108-12) | Providing one coat of bitumen emulsion at 10 Lbs. per % sft. (0.49 Kg/sm) on walls and floor in ground floor. | 100Sft | 2722 | 1010.75 | 27512.62 | |
| 1375 | (114-4) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in columns of square or rectangular shape of regular section including form work and its removal, compacting and curing etc. but excluding the cost of reinforcement, in foundation basement and plinth . | 100Cft | 144.00 | 45648.76 | 65734.21 | |
| 1376 | (114-38) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in straight beams, lintels cantilever beams of required shape or section including form work and its removal, compacting and curing etc. complete but excluding the cost of reinforcement, in basement and ground floor. | 100Cft | 28.00 | 51051.03 | 14294.29 | |
| 1377 | (114-99) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in foundation or bottom slab of rectangular underground tank including form works and its removal, levelling, compacting and curing etc. complete but excluding the cost of reinforcement | %Cft | 1056 | 35159.55 | 371284.85 | |
| 1378 | (114-101) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in in walls of rectangular underground water tank or septic tank including form works and its removal, compacting and curing etc. complete, but excluding the cost of reinforcement. | %Cft | 1008 | 58261.17 | 587272.59 | |
| 1379 | (114-104) + (114-134) + (114-137) | Providing and laying reinforced cement concrete using crush graded boulders 3/4 inch (19 mm) and down gauge, sand having a minimum works cube crushing strength of 3750 Ibs. per sq inch at 28 days with a mix not leaner than 1:1-1/2:3 in top slab of rectangular underground water tank or septic tank its removal, compacting and curing ate. complete but excluding the cost of reinforcement | %Cft | 257 | 50480.37 | 129734.55 | |
| 1380 | (114-166) | Providing and laying hard grade ribbed deformed (minimum yield point 60,000 psi) reinforcement bars with & including the cost of straightening, cutting, bending, binding, wastage, and such overlaps as are not shown in the drawings, placing in position on cement concrete 1:2:4 precast or m.s. chairs, tying with binding wire, cost of chairs and wires etc. in all kinds of RCC work in foundation, basement, plinth and ground floor of building including septic tanks and under ground tanks and in projections for future extension . | Kg | 9500 | 282.45 | 2683275.00 | |
| 1381 | (114-167) | Providing and laying ribbed deformed steel reinforcement bars with guaranteed minimum yield stress of 40,000 psi with and including the cost of straightening, cutting, bending, binding, wastage, complete in all kinds of RCC work . | Kg | 750 | 266.7 | 200025.00 | |
| 1382 | (117-12) | Providing and laying terrazzo floor 1-1/2 inches (38 mm) thick consisting of 1/2 inch (13 mm) thicktopping 1:2 (one grey cement 2 approved marble chip No. 0 to 2) in ground floor over base of 1:2:4 (one cement 2 sand and 4 screened graded bajri) cement concrete 1 inch (25 m) thick laid in panels or pattern including form work, curing cutting, rubbing and polishing etc. complete.. | %Sft | 284 | 11007.52 | 31261.36 | |
| 1383 | (118-4) + (118-5) | Providing and laying dado and skirting etc. 1 inch (25 mm) thick consisting of 1/2 inch (13 mm) thick topping 1 :2 (one grey cement 2 marble chips 0 to 4 No.) in ground floor over 1 /2 inch (13 mm) thick cement mortar base 1 :4 with grinding, rubbing, polishing and curing etc. complete. | %Sft | 1197 | 16588.59 | 198565.42 | |
| 1384 | (124-97) | Providing and fixing PVC ribbed water stops 9" (229 mm) wide in vertical or horizontal expansion joints including cutting or jointing etc., complete in all floors. | Rft | 119 | 448.81 | 53408.39 | |
| 1385 | (124-171) | Providing and laying 1/2"(13mm) thick Marble patties (Panel strips) upto 1-1/2" (38mm)depth in floor and dado of any description in all floors. | Rft. | 197 | 20.19 | 3977.43 | |
| 1386 | (124-199) | Providing and carrying out Termite proofing in foundations, under floors and wood work surface with a solution using of control TC with water and spraying the solution of the area to be treated as completed as per direction of Engineer Incharge. | Sft. | 1412 | 13.13 | 18539.56 | |
| 1387 | (134-2 M002) | Cartage of sand, bajri, lime, surkhi, murum, manure, earth, building rubbish including loading, unloading and stacking etc. at site: | |||||
| 1388 | 1 miles (1.6 km) lead. | %Cft | 2536 | 383.79 | 9732.91 | ||
| 1389 | Sub Total of Schedule Items (Rs.) = | ||||||
| 1390 | Add premium on Schedule Items @ 25% (Rs.) = | 1161347.00 | |||||
| 1391 | Total of Schedule Items (Rs.) = | ||||||
| 1392 | TOTAL B-11) SCHEDULE ITEMS (Rs.) = | ||||||
| 1393 | B-12) | EXTERNAL ELECTRICAL WORKS | |||||
| 1394 | SCHEDULE ITEMS | ||||||
| 1395 | 2-4 | Point wiring in recessed PVC conduit | |||||
| 1396 | 2-3-01 | Wiring for light or fan point with (3/.029") pvc insulated wire in 20 mm² (3/4") dia upvc conduit recessed in the wall , column , roof including 1 mm² single core pvc insulated wire as ECC as Required. | Point | 60 | 2,836.00 | 170160.00 | |
| 1397 | 2-7 | Extension /Additional Point wiring | |||||
| 1398 | 2-7-03 | Extension /additional wiring for light fan call bell or light plug point controlled with same switch with (3/.029") pvc insulated wire in 20 mm (3/4") dia PVC conduit recessed in the wall , column or roof including 1mm² single core pvc insulated wire as ECC as required | P/Point | 30 | 1,179.00 | 35370.00 | |
| 1399 | 2-33 | 2 Wire with ECC wire in existing conduits/cable duct | |||||
| 1400 | 2-27-02 | Supply & drawing of 2 x2.5 mm² single core pvc insulated wire including 1 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required | Rft | 4,000 | 99.00 | 396000.00 | |
| 1401 | 2-27-03 | Supply & drawing of 2 x4 mm² single core pvc insulated wire including 1.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required | Rft | 2,500 | 145.00 | 362500.00 | |
| 1402 | 2-33-04 | Supply & drawing of 2 x6 mm² single core pvc insulated wire including 2.5 mm² pvc insulated wire single core wire as ECC in all kind of existing or given conduits /cable duct as required | Rft | 2,500 | 209.00 | 522500.00 | |
| 1403 | 2-61 | PVC CONDUIT & DUCT | |||||
| 1404 | 2-61-05 | Supply and fixing 50mm (2") dia pvc conduit with all especial such as bends, sockets, junction etc Fitted on surface as required | P/Rft | 2,500 | 231.00 | 577500.00 | |
| 1405 | 2-61-08 | Supply and fixing 30mm (1-1/4") dia pvc conduit with all especial such as bends, sockets, junction etc recessed in the wall or column as required | P/Rft | 2,500 | 78.00 | 195000.00 | |
| 1406 | 2-66 | CLIPSAL ACCESSORIES ON RESSED METAL BOARD | |||||
| 1407 | 2-66-11 | Providing & fixing Polycarbonate flame retardant, 400 watts fan dimmer with plate fixed on die fabricated, powder coated, metal board recessed in the wall or column including connection as required. | Each | 4 | 1,197.00 | 4788.00 | |
| 1408 | ELECTRIC FANS | ||||||
| 1409 | 2-80 | Ceiling Fan | |||||
| 1410 | 2-80-03 | Providing & installing 140 Cm (56") sweep ceiling fan with blades, canopy, standard length of down rod including connection with 14.0076" flexable wire complete as required. (without regulator) Millat/Pak/Asia/Younas/ Climax/Royal. | Each | 4 | 9,349.00 | 37396.00 | |
| 1411 | 2-107 | Wall Bracket Fan | |||||
| 1412 | 2-81-01 | Providing & installing 35 Cm (14") sweep Plastic body Louvre wall bracket fan complete with blades, regulator & moveing grill with motor, fitted on wall or column with GI clip including connection with 14.0076" flexible wire complete as required. Millat / Pak / Asia / Younas / Climax / Royal. | Each | 4 | 4,100.00 | 16400.00 | |
| 1413 | 2-113 | Fan Clamps | |||||
| 1414 | 2-87-06 | Providing & fixing 3"x4"x5" size (14 SWG) thick recessed type fan clamp box with 1/2" dia MS bar fan clamp fixed in roof at casting time as required. | Each. | 4 | 1,376.00 | 5504.00 | |
| 1415 | 2-85 | Double Action Plastic BodyExhaust Fans | |||||
| 1416 | 2-85-02 | Providing & installing 25 Cm (10") sweep Plastic body Louvre wall bracket fan complete with blades, regulator & moveing grill with motor, fitted on wall or column with GI clip including connection with 14.0076" flexible wire complete as required. Millat / Pak / Asia / Younas / Climax / Royal. | Each | 2 | 4,249.00 | 8498.00 | |
| 1417 | 2-26 | Single pvc insulated wire and pvc ,pvc cable in existing conduits/ducts | |||||
| 1418 | 2-26-06 | Supply & drawing of 16 mm², single core, PVC insulated wire in all kinds of existing or given conduit/cable duct as required. | Rft | 500 | 209.00 | 104500.00 | |
| 1419 | 3-08 | EARTHING AND LIGHTNING ARRESTOR | |||||
| 1420 | 3-8-01 | Providing and fixing Earthing set with 2'x2'x1/8" copper plate Burried in the ground at the depth of 12 feet or less if water comes out from the ground level (with salt and charcoal or earthing chemical powder ) etc making the pit 12 feet deep by excavation of all type of soil (except soft or hard rock)i/c fixing of 8 SWG copper wire in 1/2" GI conduit complete in all respect as required. | Job | 6 | 54,979.00 | 329874.00 | |
| 1421 | 3-12 | OCB & VCB | |||||
| 1422 | 3-'12-01 | Providing , fixing testing and commissioning of HT 11 KV 630 A VCB Transformer Protection Panel as per Wapda specifications complete in all respect as approved by the Engineer incharge | Each | 1 | 2,605,240.0 | 2605240.00 | |
| 1423 | 3-'12-02 | Providing , fixing testing and commissioning of HT 11 KV 630 A VCB Wapda Industrial / Metering Panel as per Wapda specifications complete in all respect as approved by the Engineer incharge | Each | 1 | 2,671,240.0 | 2671240.00 | |
| 1424 | 2-78 (Sunlight , Piere Light , Future Technology) | ||||||
| 1425 | 2-78-01( c) | Supply installation testing & commisioning of recessed / surface mounted Ceiling light/down light including driver having war/ netural white / cool white colour 80-90 lm/ watt effeciency .9 or above power factor , 20000-25000 hours life cycle including connection complete in all respect as approved by the Engineer incharge. (18-20) Watts | Each | 20 | 2,886.00 | 57720.00 | |
| 1426 | CIVIL WORKS | ||||||
| 1427 | 3-9 | EXCAVATION | |||||
| 1428 | 3-09-01 | Excavation in soft soil including lift upto 5ft and filling excavated earth including breaking clods dressing, watering, consolidation and ramming in layers to full compaction i/c disposal of surplus excavated stuff as directed as required. | P/CFT | 6,000 | 11.0 | 66000.00 | |
| 1429 | 3-09-03 | Excavation in Hard soil including lift up to 5ft and filling excavated earth including ,breaking clods, dressing ,watering, consolidation and ramming: in layers to full compaction l/c disposal of surplus us excavated stuff as directed. | P/CFT | 6,000 | 15.0 | 90000.00 | |
| 1430 | 3-4 | 4 CORE LT UN ARMOURED CABLE IN EXISTING CONDUIT OR CABLE DUCT | |||||
| 1431 | 3-4-03 | Providing & laying 4 core, 35 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 500 | 1,668.0 | 834000.00 | |
| 1432 | 3-4-01(a) | Providing & laying 4 core, 16 mm², PVC insulated & PVC sheathed, 600/1000 volts grade with stranded copper conductor , un armoured, L.T cable in existing all kind of conduit or cable duct as per Pak. P.W.D specification as required. | P/Rft | 1,000 | 804.00 | 804000.00 | |
| 1433 | Indoor/ pole Mounted Transformer | ||||||
| 1434 | 3-11-04 (h) | Providing fixing and commisioning in door / pole mounted step down 11000/400 volts three phase 50 hz , transformer as per electricity code complete in all respect as required (630 KVA) | Each | 1 | 3,913,228.0 | 3913228.00 | |
| 1435 | 3-11-04 (f) | Providing fixing and commisioning in door / pole mounted step down 11000/400 volts three phase 50 hz , transformer as per electricity code complete in all respect as required (200 KVA) | Each | 1 | 1,778,849.0 | 1778849.00 | |
| 1436 | Sub Total of Scheduled Items = | ||||||
| 1437 | Premium @50% = | 7793133.50 | |||||
| 1438 | Total Scheduled Items = | ||||||
| 1439 | NON SCHEDULE ITEMS | ||||||
| 1440 | E. ELECTRICAL WORKS | ||||||
| 1441 | Supply, installation, testing and commissioning of the following items of work (unless specifically stated otherwise) including all material, labour, tools, plant, accessories, related civil works, etc., required for proper completion of each item as per specifications (Section-8001 "General Specifications for Electrical Works" shall be applicable to all BOQ items). | ||||||
| 1442 | NS-01 | Supply and Installation of 6" dia Asbestos pipe for HT CABLE , complete in all respect.as Per IESCO Standards. | RFT | 300 | 1,000.00 | 300000.00 | |
| 1443 | CABLE PULLING PIT (6'X6'X7') | ||||||
| 1444 | NS-02 | Cable pulling pit (6' X 6' X 7') made of RCC(1:2:4) and RCC cover with MS angle frame for easy pulling of cables including all accessories located as per drawings. | No | 2 | 205,910.00 | 411820.00 | |
| 1445 | NS-03 | Sealing of conduits after cable pulling with jute & Plaster of Paris as per Engineer's Instructions. | No. | 6 | 800.00 | 4800.00 | |
| 1446 | STRUCTURED CABLING NETWORK(TELEPHONE & NETWORKING) ( EXTERNAL ) | ||||||
| 1447 | NS-04 | Supply and Installation of 2" dia PVC Class 'D' pipe for STRUCTURED CABLING NETWORK (TELEPHONE & NETWORKING) complete in all respect. | Rft | 2,000 | 439.00 | 878000.00 | |
| 1448 | NS-05 | 100 pair telephone junction box (TJB) (IP-65) rated. | No. | 10 | 28,600.00 | 286000.00 | |
| 1449 | NS-06 | (2 X 25)50 pair Cat-5 UTP cable for voice back bone only in already installed trunking / conduit. | Rft. | 2,000 | 1,830.00 | 3660000.00 | |
| 1450 | NS-07 | 12 core, 9/125 um, OM3 10G supported optical fibre single mode (SM) back bone cable in already installed conduit / trunking. | Rft. | 2,000 | 420.00 | 840000.00 | |
| 1451 | NS-08 | Cable pulling pit (2' X 2' X 3') made of RCC(1:2:4) and RCC cover with MS angle frame for easy pulling of cables including all accessories located as per drawings. | No | 20 | 85,780.00 | 1715600.00 | |
| 1452 | HT & LT CABLES & SYSTEMS | ||||||
| 1453 | HT 11 KV CABLE | ||||||
| 1454 | NS-09 | Supply & Installation of 1 core, 240 mm2 8.7/15 kV Aluminum conductors, XLPE cable laid in already installed uPVC conduits in already excavated cable trenches as per requirements of the MV distribution system as per WAPDA standards. | Rft | 600 | 889.00 | 533400.00 | |
| 1455 | NS-10 | Supply & Installation of 15kV termination kits suitable for following size 1 core, 240 mm2 8.7/15 kV Aluminum conductors, XLPE including all accessories, complete in all respects for Transformers | No | 6 | 29,122.00 | 174732.00 | |
| 1456 | NS-11 | Supply & erection of MS angle lattice structure pole 36' long 14" sq at base & 8" sq at top for elect distribution along with drop out cutouts , PG Connector (T-220) , PG Connector (T-150) , PG Connector (T-110) , dead end clamp , 11 KV Pin Insulator , 11 KV pin for Steel-x-arm , Steel-X-Arm with braces , Steel-x-Arm / D-Fitting , 11 KV Disc Insulator , Spool Insulator , eye nut , Stay set Complete , Stay Wire , Earth Rod , Earthing wire GSL 6 mm , D-Bracket along with cotter pin , 11 KV pin for Steel-x-arm , double Arming Bolt Complete In all respect as Approved By the Engineer as Per IESCO Standards | Job | 30 | 125,000.00 | 3750000.00 | |
| 1457 | NS-12 | Supply & stringing of ACSR Osprey Conductor as Per IESCO Standards | Rft | 7,000 | 850.00 | 5950000.00 | |
| 1458 | NS-13 | Supply & erection of double pole platform for transformers as Per IESCO Standards | Each | 5 | 25,000.00 | 125000.00 | |
| 1459 | NS-14 | Supply & stringing of AAC Wasp Conductor (7/0.173") as Per IESCO Standards | Rft | 500 | 295.00 | 147500.00 | |
| 1460 | NS-15 | Supply & stringing of ACSR Rabbit Conductor (7/0.132") as Per IESCO Standards | Rft | 500 | 210.00 | 105000.00 | |
| 1461 | L.T SWITCHBOARDS / | ||||||
| 1462 | SUB MAIN DISTRIBUTION BOARDS | ||||||
| 1463 | Ref. Spec. Sec. 8133, 8212, 8240 | ||||||
| 1464 | Following L.T. Switchboard and Submain Distribution Boards, (as per single line diagram shown on the drawing), including all control wiring, foundation, related civil works and all accessories, complete in all respects. | ||||||
| 1465 | NS-16 | DB-EXT-01 | Job | 1 | 195,000.00 | 195000.00 | |
| 1466 | EXTERNAL POLES & LIGHTS | ||||||
| 1467 | Following Epoxy Painted, Hot Dipped Galvanized steel lighting columns, including pole cap, base plate, shim plates, clamps, cable connection box with one mcb for each light fixtures and all other accessories, RCC foundation and all related civil works, numbering, etc. complete in all respects. | ||||||
| 1468 | NS-17 | 9 M high column with Single arms. | Nos. | 43 | 195,000.0 | 8385000.00 | |
| 1469 | NS-18 | Rod Type Earth comprising of 12.7mm dia, 3m long Copper deposited steel rod, including appropriate clamp for clamping of the down conductor. The copper deposited steel rod shall be hammered into the ground to the depth of 300mm below the ground surface. The earth electrode includes excavation, backfilling, etc. | Job | 43 | 15,550 | 668650.00 | |
| 1470 | Supply, installation, testing & commissioning of the following types of LED light fixtures including, internal wiring(light to cable termination box ) including cable termination box with circuit breaker complete with all mounting accessories as per architectural arrangements/ requirements, dust & moisture protected and corrosion proof and suitable for this area as acceptably supplied and installed as per sample per specifications approved by the Engineer. | ||||||
| 1471 | NS-19 | 1m high Decorative led Bollard type light with foundation. | No. | 20 | 35,000.00 | 700000.00 | |
| 1472 | NS-20 | Decorative gate light fixture | No. | 4 | 25,000.00 | 100000.00 | |
| 1473 | NS-21 | Decorative Planter Light | No. | 20 | 18,400.00 | 368000.00 | |
| 1474 | NS-22 | 90 Watt DC street Light along with 300 watt solar panel , controller , dry Type Battary for the 12 hour Back up , Mounting Accessories(for solar Panel and Battary) with 5 year replacebale Warranty) complete in all Respect. | No. | 46 | 250000.00 | 11500000.00 | |
| 1475 | WIRING ACCESSORIES | ||||||
| 1476 | NS-23 | 13 Amps Multi switch socket outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. | No. | 20.00 | 1984.00 | 39680.00 | |
| 1477 | NS-24 | 15 Amps, 3 pin round switch socket outlet including sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. | No. | 5.00 | 2178.00 | 10890.00 | |
| 1478 | NS-25 | 20 Amps, 250 Volts double pole switch & neonincluding sheet steel back box shall make of 16 SWG shall be finished in powder coated paint. | No. | 5.00 | 3065.00 | 15325.00 | |
| 1479 | CONDUITS & PIPES | ||||||
| 1480 | (Ref. Spec. Sec. 8001 8230) | ||||||
| 1481 | NS-26 | Supply and Installation of 4" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. | Rft | 500.00 | 1296.00 | 648000.00 | |
| 1482 | NS-27 | Supply and Installation of 3" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. | Rft | 1500.00 | 799.00 | 1198500.00 | |
| 1483 | NS-28 | Supply and Installation of 2" dia PVC Class 'D' pipe for Power cables undeground and sealing the space around pipe. | Rft | 1500.00 | 370.00 | 555000.00 | |
| 1484 | Sub Total of Non-Scheduled Items = | ||||||
| 1485 | TOTAL B-12) (PART-I + PART-II) = | ||||||
| 1486 | TOTAL = (B) Rs. | ||||||
| 1487 | NET TOTAL = (A + B) Rs. | ||||||
| 1488 | Qouted Premium Above/Below on Net Total (A+B) Rs.= | 0.36 | |||||
| 1489 | DAB | Provision for DAB | job | 1 | 1000000 | 1000000.00 | |
| GRAND TOTAL: | Rs 1,069,041,852.00 |
The scope of works mainly comprises construction of building works (Covered area=57133-Sft) and related External development works i.e. Roads, Walkways, Paved Areas, Car Parking, Boundary wall (3534-Rft) including Retaining wall, Gates, Guard Rooms, Electric Room, Storm Drainage System, Water supply Networks, Fire Fighting System, Sewerage System, Tube Well (1-No.), Elevated Water Tank, Underground Water Tank, Pump room, Septic Tank etc. lying within the boundaries and limits shown on the Drawings and any such additional areas adjacent thereto as may be designated by the Engineer from time to time for the construction to be performed under the Contract, and all such areas and additional areas shall comprise the Site.
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] |
The following Special Conditions of Contract shall supplement the General Conditions of Contract. Whenever there is a conflict, the provisions herein shall prevail over those in the Conditions of Contract. The corresponding clause number of the GCC is indicated in parentheses.
Number of GC Clause
Amendments of, and Supplements to, Clauses in the General Conditions of Contract
Number of GC Clause 1
Definitions
The Procuring Agency is: National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director NIISS, Quaid-i-Azam University, Islamabad Capital Territory
The Supplier is:
The title of the subject procurement is: CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD
Number of GC Clause 2
Applicable/Governing Law:
The Contract shall be interpreted in accordance with the laws of Islamic Republic of Pakistan
Number of GC Clause 3
Language:
The language of the Contract, all correspondence and communications to be given, and all other documentation to be prepared and supplied under the Contract shall be in English.
Number of GC Clause 4
Notices:
The addresses for the notices are:
Procuring Agency:
National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director
NIISS, Quaid-i-Azam University, Islamabad Capital Territory
+92-300-574-4929
pd@niiss.qau.edu.pk
Contractor/ Bidder:
[Name, address and telephone number]
The Contractor/ Bidder’s Representative(s)
[Name, address, telephone number and e-mail address]
Number of GC Clause 6.1
The Authorized Representatives are:
For the Procuring Agency:
National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director
NIISS, Quaid-i-Azam University, Islamabad Capital Territory
+92-300-574-4929
pd@niiss.qau.edu.pk
For the Bidder:
Name: ………………………………………
Designation: ……………………..
Address: …………………………………………..
Number of GC Clause 7
Effectiveness of the contract
The Contractor/Bidder shall be effective within ….. days from the date of signature of the Contract by both parties
Number of GC Clause 8
Commencement of Contract:
The Contractor/Bidder shall provide Non-Consultancy Services from the effective date of contract.
Number of GC Clause 10.2
Expiration of Contract:
The time period shall be ……………………………
Number of GC Clause 14
Termination
In the event of termination of the contract due to any reason as already defined in the General Conditions of Contract, the Bidder shall be responsible for providing to the Authority the Goods till the time of alternate arrangements.
Number of GC Clause 16
Conflict of Interest:
The Procuring Agency reserves the right to determine on a case-by-case basis whether the Bidder should be disqualified from providing goods or services due to a conflict of a nature described in Clause GCC 17.
Number of GC Clause 20
Liquidated Damages
If the Bidder fails to provide services as required under the contract or in case of any data loss/data breach or any incident compromising the data security or other such failures related to any services, the Bidder shall pay to the Procuring Agency as Liquidated Damages at a rate of 0.04% to 10.00% of the Contract value, in accordance with the extent of performance failure & the cost of investigating such incidents as judged by the Authority.
Number of GC Clause 21
Performance Guarantee:
The amount of performance guarantee shall be 10.00% of the contract price in acceptable form of Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee, Demand Draft
Number of GC Clause 27
Currency of Payment:
All the payment to be released to the contractor/Bidder shall be in Pakistani Rupees.
Number of GC Clause 28
Payment terms:
Payment will be made to the Bidder against the procured Goods and services according to the actual invoice or running bills submitted by the Bidder against the services provided within the time given in the conditions of the contract.
Number of GC Clause 29
Identifying Defects:
The Authority reserves the right at any time to inspect the premises of the provider to inspect the goods and monitor the goods being provided.
Lab tests of bricks, steel, concrete, cubes and electric cables from the UET Taxila.
All equipment and materials furnished under these specifications and all work performed in connection therewith will be subject to rigid inspection by the Engineer or the Engineer’s Representative. Acceptance of equipment and material or the waiving off inspection thereof shall in no way relieve the Contractor of his responsibility for meeting the requirements of the Contract.
The Contractor shall furnish the Engineer with certified true copies of test reports of all materials used in the manufacture and fabrication of all equipment and material including metal work, steel pipes, fire bricks etc. The result of these test shall be in such form as to show compliance with the applicable Specifications, standards and codes for the material used.
The Contractor shall provide and maintain a field laboratory equipped with approved equipment to perform all the tests required by the Engineer. The quality control testing shall be performed by the Contractor's competent personnel in accordance with a site testing and quality control programme to be established by the Contractor and approved by the Engineer. The Engineer may however, require certain tests to be performed in any other laboratory designated by him.
The Contractor shall provide laboratory helpers to the Engineer for testing. The laboratory shall be run by a qualified material Engineer and Laboratory Technician to be employed by the Contractor.
The Field Laboratory, including all equipment and staff shall be placed at the disposal and direction of the Engineer during the Contract.
The Contractor shall keep a complete record of all quality tests performed on site.
All quality control and tests shall be carried out in accordance with applicable standards and codes.
The Laboratory shall be equipped with new unused and latest Equipment to perform tests as per Technical Specifications and General Conditions of Contract. Additional equipment/materials shall be supplied by the Contractor as and when required by the Engineer to perform any specified test, at no additional cost to the Employer.
The laboratory shall also be equipped with new unused furniture, fittings and fixtures. If any equipment, furniture, fitting or fixture becomes unserviceable for any reason whatsoever, the Contractor shall promptly replace the same as and when directed by the Engineer.
The Engineer may accept a certificate from a commercial testing laboratory, satisfactory to him, certifying that the product has been tested within a period acceptable to the Engineer and that it conforms to the requirements of these specifications.
Insurance Certificate;
Manufacturer’s or Supplier’s Valid Warranty Certificate;
The Contractor shall provide, operate and maintain 01 No (1,000 CC), brand new latest model, air-conditioned Car along with driver for exclusive use of the Engineer / Engineer’s staff, to meet the transportation needs in connection with the project. The vehicle shall be registered in the name of Employer (NIISS-QAU) right from start of project.
The Contractor shall furnish supply and provide, as may be necessary without specific direction of the Engineer / Engineer’s staff, all fuels, lubricants, tyres and other supplies, all maintenance, repairs, comprehensive insurance cover and running costs and suitability qualified driver at all times for running of vehicle not exceeding 4500 km per month and will provide a substitute vehicle in case of any break down.
The Contractor shall provide replacement vehicle, if the vehicle is temporarily or permanently rendered unserviceable for any reason(s) or declared to be beyond repair by the Engineer/ Engineer’s representative at no additional cost to the Employer.
The Contractor shall handover the said vehicle to the Employer on Completion of the Contract. During the period of DLP, for the site visits of the Engineer / Engineer’s staff, contractor shall provide pick n drop service only as and when required.
No separate payment shall be made to the Contractor for the facilities involved under this clause. The cost thereof shall be deemed to have been included in the price quoted by the Contractor for the works
The Contractor shall provide, operate and maintain administrative and field offices required for his staff and would be responsible for Operation and Maintenance, furniture, equipment, appliances, janitor services and security of the same.
The Contractor shall provide, operate and maintain all sheds, fencing, foundations and all above ground structures required to store material or equipment brought on to the site by him. The Contractor shall be responsible for the security of his entire camps, residence, site and field offices work yard and storage area.
The Contractor shall construct, provide, furnish and maintain for Engineer, a site office along with stabilized access road.
The Contractor shall provide internet connection for the Engineer at site up-to an average billing of Rs. 4,000/- per month, one (01) computer (Core I-7, minimum with 500 GB Hard disk, 8 Gb Ram, a DVD writer, 17” Flat Colour monitor, etc.), one flash drive of at-least 8 GB capacity each, an A3 size printer, stationery & pantry, a digital camera (12.5 pixel minimum), UPS, stabilizers, air conditioners, 6 cubic feet refrigerators, etc., and the site office shall be connected to the electrical syst
The Contractor shall provide replacement of the equipment(s), if any of the above-mentioned equipment(s) is temporarily or permanently rendered unserviceable for any reason(s) or declared to be beyond repair by the Engineer/Engineer’s staff at no additional cost to the Employer.
The said offices shall be provided by the Contractor within twenty-eight (28) days of the receipt by the Contractor of Engineer’s Notice to Commence or twenty-one (21) days of the payment of the first half of the Mobilization Advance, whichever earlier.
The site office shall be maintained by the Contractor up to a period of three hundred sixty-four (364) days after the Issuance of Taking Over Certificate (DLP Period) by the Engineer.
The site office along with all fittings, fixtures and gadgets shall become property of the Employer after the completion of the project and shall be handed over to the Employer along with list of all items given for the use of Engineer. The site office shall be removed /dismantled if directed by the Engineer/Employer. In such case, the area shall be developed in accordance with the drawings or to its natural state and as per the instructions of the Engineer.
No payment shall be made to the Contractor for the works involved under this Sub-Clause-34
Number of GC Clause 31
Following is the guidance for Dispute Resolution
Notwithstanding any reference to the arbitration herein, the parties shall continue to perform their respective obligations under the Contract.
Rules of procedure for arbitration proceedings:
Any dispute between the Authority and a Bidder shall be referred to arbitration under the laws of Pakistan including Arbitration Act 1940.
Place of Arbitration and Award:
The arbitration shall be conducted in English language and place shall be Islamabad. The award shall be final and binding.
Date: [insert date (as day, month and year)]
Bid No.:P39020
To: National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director NIISS, Quaid-i-Azam University, Islamabad Capital Territory
We, the undersigned, declare that:
We understand that, according to your conditions, Bids must be supported by a Bid Securing Declaration.
We accept that we will be blacklisted and henceforth cross debarred for participating in respective category of public procurement proceedings for a period of (not more than) six months, if fail to abide with a bid securing declaration, however without indulging in corrupt and fraudulent practices, if we are in breach of our obligation(s) under the Bid conditions, because we:
We understand this Bid Securing Declaration shall expire if we are not the successful
Bidder, upon the earlier of (i) our receipt of your notification to us of the name of the successful Bidder; or (ii) twenty-eight (28) days after the expiration of our Bid.
THIS AGREEMENT made the _____ day of __________ 20_____ between National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director NIISS, Quaid-i-Azam University, Islamabad Capital Territory
(hereinafter called “the Procuring Agency”) of the one part and [name of Bidder] of [city and country of Bidder] (hereinafter called “the Bidder”) of the other part:
WHEREAS the Procuring Agency invited Bids for provision of goods, viz., CIVIL WORKS COMPONENT OF THE PSDP PROJECT ESTABLISHMENT OF NATIONAL INSTITUTE OF INTELLIGENCE & SECURITY STUDIES (NIISS) AT QUAID-I-AZAM UNIVERSITY (QAU), ISLAMABAD (P39020) and has accepted a Bids by the Bidder for the provision of Goods in the sum of [contract price in words and figures] (hereinafter called “the Contract Price”).
NOW THIS CONTRACT WITNESSETH AS FOLLOWS:
1. In this Contract words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract referred to.
2. The following documents shall be deemed to form and be read and construed as part of this Contract, In the event of any ambiguity or conflict between the Contract Documents listed below, the order of precedence shall be the order in which the Contract Documents are listed below:-
3. In consideration of the payments to be made by the Procuring Agency to the Bidder as hereinafter mentioned, the Bidder hereby covenants with the Procuring Agency to provide the Goods related services and to remedy defects therein in conformity in all respects with the provisions of the Contract.
4. The Procuring Agency hereby covenants to pay the Bidder in consideration of the provision of Goods and the remedying of defects therein, the Contract Price or such other sum as may become payable under the provisions of the contract at the times and in the manner prescribed by the contract.
IN WITNESS whereof the parties hereto have caused this Contract to be executed in accordance with their respective laws the day and year first above written.
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
Witness to the signatures of the Procuring Agency:
………………………………………………
Signed, sealed, delivered by __________________the ________________ (for the Procuring Agency)
Witness to the signatures of the Bidder: …………………………………………………
Contract Number: Contract Value: Contract Title:
Dated:
[Name of Supplier] hereby declares that it has not obtained or induced the procurement of any contract, right, interest, privilege or other obligation or benefit from Government of Pakistan or any administrative subdivision or agency thereof or any other entity owned or controlled by it (GoP) through any corrupt business practice.
Without limiting the generality of the foregoing [Name of Supplier] represents and warrants that it has fully declared the brokerage, commission, fee etc. paid or payable to anyone and not given or agreed to give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectly through any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director, promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder's fee or kickback, whether described as consultations fee or otherwise, with the object of obtaining or inducing the procurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP, except that which has been expressly declared pursuant hereto.
[Name of Supplier] certifies that it has made and will make full disclosure of all agreements and arrangements with all persons in respect of or related to the transaction with GoP and has not taken any action or will not take any action to circumvent the above declaration, representative or warranty.
[Name of Supplier] accepts full responsibility and strict liability for making and false declaration, not making full disclosure, misrepresenting fact or taking any action likely to defeat the purpose of this declaration, representation and warranty. It agrees that any contract, right interest, privilege or other obligation or benefit obtained or procured as aforesaid shall, without prejudice to any other right and remedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.
Notwithstanding any rights and remedies exercised by GoP in this regard, [Name of Supplier] agrees to indemnify GoP for any loss or damage incurred by it on account of its corrupt business practices and further pay compensation to GoP in an amount equivalent to ten time the sum of any commission, gratification, bribe, finder's fee or kickback given by [Name of Supplier] as aforesaid for the purpose of obtaining or inducing the procurement of any contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP.
To: National Institute of Intelligence and Security Studies (NIISS) (National Institute of Intelligence and Security Studies (NIISS)), Project Director NIISS, Quaid-i-Azam University, Islamabad Capital Territory
WHEREAS [name of Bidder] (hereinafter called “the Bidder”) has undertaken, in pursuance of Contract No. [reference number of the contract] dated [insert date] for provision of Goods(hereinafter called “the Contract”).
AND WHEREAS it has been stipulated by you in the said Contract that the Bidder shall furnish you with a Bank Guarantee by a reputable bank for the sum specified therein as security for compliance with the Bidder’s performance obligations in accordance with the Contract.
AND WHEREAS we have agreed to give the Bidders guarantee:
THEREFORE, WE hereby affirm that we are Guarantors and responsible to you, on behalf of the Bidder, up to a total of [amount of the guarantee in words and figures], and we undertake to pay you, upon your first written demand declaring the Bidder to be in default under the Contract and without cavil or argument, any sum or sums within the limits of [amount of guarantee] as aforesaid, without your needing to prove or to show grounds or reasons for your demand or the sum specified therein.
This guarantee is valid until the: [insert date]
Signature and seal of the Guarantors
_____________________________________________________________________
[name of bank or financial institution]
_____________________________________________________________________
[address]
_____________________________________________________________________
[date}
Applicants must provide details of relevant past experience and completed contracts to demonstrate their technical capability and performance history. Vendors should complete the form and upload supporting documents such as contract agreements, purchase orders, completion certificates, performance certificates, or client reference letters. All information must be accurate, verifiable, and relevant to the scope of the procurement. Failure to provide sufficient evidence may affect the evaluation of the application.
Applicants must disclose any historical contract non-performance, ongoing disputes, or litigation involving their organization. Vendors should provide complete and accurate information and upload relevant supporting documents, where applicable. The information submitted will be used for eligibility verification and risk assessment during the evaluation process.
Applicants must provide details of all ongoing contracts and their current execution status. Vendors should upload relevant supporting documents, such as contract agreements, work orders, or progress reports, to demonstrate their current workload and capacity. All information must be accurate and verifiable, as it will be used to assess the applicant’s ability to undertake additional commitments.
Applicants must provide complete and accurate financial information for the specified period to demonstrate their financial capacity and net worth. Vendors should upload relevant supporting documents, including audited financial statements, balance sheets, income statements, bank certificates, or other financial records as required. All submitted information must be verifiable and may be subject to review during the evaluation process. Failure to provide sufficient financial evidence may affect the eligibility and evaluation of the application.
Applicants must provide their Average Annual Turnover for the specified period and upload supporting financial documents, such as audited financial statements, income statements, or tax records. The information provided must be accurate and verifiable, as it may be used to determine eligibility and support the evaluation process.