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).
Securities & Exchange Commission of Pakistan (SECP), Engr. Anwar Ghani - Project Director
Project Management Unit
4th Floor, NICL Building, Jinnah Avenue
051-9195437/051-9195474
+92-519-195551
procurement.info@secp.gov.pk
The following specific data for the procurement of works shall complement, supplement, or amend the provisions in the Instructions to Bidders (ITBs). Whenever there is a conflict, the provisions herein shall prevail over those in ITBs.
ITB Number 1.1
Name of Procuring agency/Employer: Securities & Exchange Commission of Pakistan (SECP)
The subject of procurement is: Construction of SECP Head Office Building Mauve Area G-11 Islamabad (Package -2A Architecture, Electrical & Plumbing Works)
Period for completion of the works 660 Days
Commencement date execution of the works: 14 Days
Type of Procurement: Local
ITB Number 2.1
Financial year for the operations of the Procuring agency/Employer: 2026-27Name of Project [insert: name and summary description of the Project if any]
Name of financing institution: [insert: name if any]
Name and identification number of the Contract: P78769
ITB Number 3.1
JV/Consortium or Association Allowed: No
Maximum number of members in the joint venture shall be: Nil.
ITB Number 6.4
The Bidders may seek clarifications through EPADS v2.0: Last Clarification Date: Sunday, November 1, 2026
Pre-Bid Meeting: Wednesday, October 14, 2026 10:30 AM
Meeting Link: https://us02web.zoom.us/j/83449014477?pwd=1lOu75k3rU2iczlOSuV2IkXrZtxnlB.1
ITB Number 8.1
The Language of all correspondences and documents related to the Bid is: English
ITB Number 5.1 & 9.1
The following documents must be included to constitute the Bid
ITB Number 9.4 (b)
Other procurement specific documentation requirements are:
The Bidder shall download all the Annexures, duly sign and stamp each page thereof, and upload the complete scanned copy for bid submission. Failure to comply with this requirement may declare the bid non-responsive, in accordance with the applicable procurement Rules and the provisions of the SBD.
ITB Number 12.4
The Bid price will be/will not be subject to the price adjustment Yes
Price Adjustment Annexure is attached in the Annexure Section with the name of Adjustment Data.
ITB Number 12.6
The Bid price shall be adjusted in accordance with Schedule-A to Bid – “Schedule of Adjustment Data” if available.
ITB Number 13.1
Bidders to quote entirely in Pak rupees (PKR)
Schedule of Adjustment Data for Local Currency (LC)
| Index Code | Index Description | Source of Index | Weighting |
|---|---|---|---|
| 1 | Non-adjustable | --- | 0.76 |
| 2 | Labour | FBS | 0.20 |
| 3 | High Speed Diesel (HSD) | PSO | 0.04 |
| Total | PKR | 1.00 |
ITB Number 15.1
The Bid Validity period shall be 120 Days days.
ITB Number 16.1
The amount of Bid Security shall be (insert amount)
The currency of the Bid Security shall be: PKR.
ITB Number 16.2
The Bid Security shall be in the form of: Pay Order, Banker's Cheque, Call at Deposit, Bank Guarantee, Demand Draft
ITB Number 19.1
The deadline for Bid submission is: Wednesday, November 4, 2026 11:00 AM
Address for submission of Original Bid Security: Project Management Unit
4th Floor, NICL Building, Jinnah Avenue
051-9195437/051-9195474
ITB Number 21.1
The Bid opening shall take place at: EPADS v2.0
Day : Wednesday
Date: November 04, 2026
Time : 11:30 AM
ITB Number 27.1
The currency that shall be used for Bid evaluation and comparison purposes to convert all Bid prices expressed in various currencies is: PKR Only
The source of exchange rate shall be: Nil
The date of exchange rate shall be: Nil
ITB Number 28.2 & 28.5
Least Cost Based Selection (LCBS)
see Evaluation Criteria
ITB Number 29.1
Domestic preference to apply.
Domestic preference: Yes
The Percentage of Domestic Preference is 100%
Preference to domestic or national suppliers or contractors shall be provided in accordance with policies of the Federal Government and/or in accordance with the regulations issued by the Authority.
If Yes, The percentage for the domestic preference alongwith calculation formula is provided in the evaluation and qualification criteria.
ITB Number 32.2
Sub-contracting is allowed? : Yes
30 % of the total value of the contract.
39.1 The Performance Security (or guarantee) shall be 10.00%
39.2 The Performance Security (or guarantee) shall be in the form of: Bank Guarantee
| Bidder's Type | Required Registration |
|---|---|
| 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) | FBR (NTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| 1. PEC Registration Certificate Valid license C-B or above Category with specialized code BC03 | Yes |
| 2. Audited Financial Statements Last 3 FYs i.e. 2024-25, 2023-24 & 2022-23 | Yes |
| 3. Tax Returns of Company Last 3 TYs i.e. 2024-25, 2023-24 & 2022-23 | Yes |
| 4. Affidavit on Blacklisting from any Agency on Notarized Rs.100 Stamp Paper | Yes |
| 5. Declaration of Compliance for Ultimate Beneficial Ownership | Yes |
Least Cost Based Selection (LCBS)
Weightage
| Technical Evaluation % |
|---|
| 100 |
| Technical Marks | 100 | |
|---|---|---|
| Passing Marks | 70 | |
| Projects (at least 500 Million) of similar nature and complexity (Architectural/Finishing works, Electrical & ELV Works, Plumbing works) substantially completed (in min. 05 Floors building) over the last 10 years as main contractor. (20 Marks) | ||
| Bidders shall fill Proforma attached as Annexure 3.1 (i) providing documentary evidences (contract agreement / letter of award / work order must for Public Projects, BOQ/scope of work, physical progress checks, and banking transactions for private projects) mentioned therein, failing which shall result in zero marks. The adjusted value shall be considered for qualification purposes on the basis of inflation indices or cost escalation factors notified by the PC or any other officially notified index. In addition, access for physical verification of the projects may be provided as & when required. Every high end finishing project of diff worth (adjusted) shall be evaluated as following: i - Above Rs. 1.5 Billion = 5 marks ii - Above 1.2 Billion & Upto Rs. 1.50 Billion = 4 Marks iii - Above 900 Million & Upto 1.2 Billion = 3 Marks iv - Above 700 Million & Upto 900 Million = 2 Marks v - Above 500 Million & 700 Million = 1 Mark Projects having financial value less than 500 Million shall not be considered for evaluation (Qualitative)(Doc Required) | 20 | |
| Projects (at least 500 Million) of similar nature and complexity (Architectural/Finishing works, Electrical & ELV Works, Plumbing works) at least 15% completed (in min. 05 Floors building) over the last 5 years as main contractor. (20 Marks). Bidders shall fill Proforma for in Hand Projects attached as Annexure 3.1 (ii) providing documentary evidences (contract agreement / letter of award / work order must for Public Projects, BOQ/scope of work, physical progress checks, and banking transactions for private projects) mentioned therein, failing which shall result in zero marks. The adjusted value shall be considered for qualification purposes on the basis of inflation indices or cost escalation factors notified by the PC or any other officially notified index. In addition, access for physical verification of the projects may be provided as & when required. Every high end finishing project of diff worth (adjusted) shall be evaluated as following: i - Above Rs. 1.5 Billion = 5 marks ii - Above 1.2 Billion & Upto Rs. 1.50 Billion = 4 Marks iii - Above 900 Million & Upto 1.2 Billion = 3 Marks iv - Above 700 Million & Upto 900 Million = 2 Marks v - Above 500 Million & 700 Million = 1 Mark Projects having financial value less than 500 Million shall not be considered for evaluation (Qualitative)(Doc Required) | 20 | |
| Local/Regional Experience i.e. Completed / In-Progress Project in Islamabad / Rawalpindi / Lahore Region. Relevant completed (during last 10 Years) or In-progress projects of Financial value Rs. 700 Million or above (awarded during last 3 Years) in Islamabad / Rawalpindi / Lahore region involving Architectural/ finishing, Electrical/ELV, Plumbing or similar Package-2a works. 1 project = 2 marks on the basis of project location as per agreement, work order or completion certificate (Maximum 3 Projects will be evaluated) (Qualitative)(Doc Required) | 6 | |
| Local/Regional Presence i.e. Head Office/Regional in Islamabad / Rawalpindi / Lahore Region with Procurement, Project Management and Account team (09 Marks) The bidder shall provide document with office address with detail of deployed team. The employer may physically verify the office (s) and Project (s) Head Office in above mentioned location = 9 Marks Regional office in above mentioned location = 4 Marks (Qualitative)(Doc Required) | 9 | |
| Financial Soundness (Max Marks = 30) | ||
| Current Ratio (Current Assets ÷ Current Liabilities)
(Below 1 will not be considered for evaluation) (Qualitative)(Doc Required) i. 1.5 or above (3) ii. Above 1 & Up to 1.5 (2) | 3 | |
| Debt Equity (Total Liabilities ÷ Owner’s Equity) (Qualitative)(Doc Required) Upto 1 (4) Above 1 and Up to 1.5 (2) Above 1.5 and Up to 2 (1) | 4 | |
| Interest Cover Ratio (Profit before interest and tax ÷ Interest Expense) (Qualitative)(Doc Required) Above 1.5 (4) Up to 1.5 (2) | 4 | |
| Working capital (Current Assets – Current Liabilities) (Qualitative)(Doc Required) Above 1.5 Billion (4) Up to 1.5. Billion (2) | 4 | |
| Annual Turnover (Audited Financials will be considered) (Qualitative)(Doc Required) Above Rs. 1.20 Billion (5) Above Rs. 900 Million and upto Rs. 1.20 Billion (3) Above Rs. 700 Million & upto 900 Million (1) | 5 | |
| Overall Cash Flow (Bank balance plus credit facility – commitments towards banks/borrowings/clientele) (Bank confirmation will be obtained)) (Qualitative)(Doc Required) i. Above Rs. 3 Billion (10) ii. Above Rs. 2 and upto Rs. 3 Billion (6) iii. Above Rs. 1 & upto 2 billion (3) | 10 | |
| Human Resource Capability & Competence (Max Marks = 08) | ||
| Project Manager B.Sc. / B.E. (Civil Engineering) registered as Professional Engineer (PE) with PEC. ≥ 15 years overall experience with at least 5+ years managing high-rise building finishing, architectural, or MEP coordination works (1 PE = 1 marks) Between 8 to less than 15 years overall experience with at least 3+ years high-rise experience (1 PE = 0.50 marks) (Qualitative)(Doc Required) | 2 | |
| Finishing / Architectural Engineer B.Sc. / B.E. (Civil / Architecture) registered (RE) with PEC. ≥ 8 years relevant experience in high-rise interior/exterior architectural finishes, dry lining, ceiling, flooring, marble/joinery, exterior development works (1 RE = 0.50 marks) Between 5 to less than 8 years relevant experience (1 RE = 0.25 marks) (Qualitative)(Doc Required) | 1 | |
| MEP Coordinator / Engineer (Mechanical / Electrical) B.Sc. / B.E. (Mechanical / Electrical Engineering) Registered (RE) with PEC. ≥ 8 years relevant experience in high-rise building MEP services coordination, plumbing/fire-suppression, or electrical distribution (1.0 Mark) Between 5 to less than 8 years relevant experience (0.50 Mark) (Qualitative)(Doc Required) | 1 | |
| Planning & Site Coordination Engineer B.Sc. / B.E. (Civil / Arch / Engg.) Registered (RE) with PEC. ≥ 8 years experience in project planning, scheduling (Primavera P6), site progress monitoring, and trade sequencing for multi-story buildings (1.0 Mark) Between 5 to less than 8 years relevant experience in project planning, scheduling (Primavera P6), site progress monitoring, and trade sequencing for multi-story buildings (0.50 Mark) (Qualitative)(Doc Required) | 1 | |
| Associate Engineers / Supervisory Technical Staff (DAE) - 3 Nos. each trade 3-Year Diploma of Associate Engineer (DAE) in Finishes/Civil, Electrical, and/or Mechanical/Plumbing (01 Nos. each) (Qualitative)(Doc Required) | 1 | |
| Quantity Surveyor - 1 No. (Qualitative)(Doc Required) | 1 | |
| Specialist Finishing Supervisor DAE / Certified Technical Specialist in structural glazing, or high-end joinery/masonry, flooring/wall/ceiling finishes. ≥ 10 years relevant specialized field installation experience (1.0 Mark) Between 6 to less than 10 years relevant experience (0.50 Mark) (Qualitative)(Doc Required) | 1 | |
| Equipment Sourcing Capabilities (07 Marks) | ||
| Surveying Equipment including Total Station, Auto-Level / Multi-line 3D Green Laser Levels (Min 02 Sets) (Qualitative)(Doc Required) | 1 | |
| Finishing Tools including Tile/ Marble / Stone Cutter, Grinder and Polisher, Alignment Tool with Vacuum Suction (Min 04 Sets) (Qualitative)(Doc Required) | 1 | |
| Material Handling Equipment including Chain Block, Hoist / Material Lift/Tower Crane (Min 03 Sets) (Qualitative)(Doc Required) | 1 | |
| Generator 100 KVA with Temporary DBs and Site Lighting (Min 02 Sets) (Qualitative)(Doc Required) | 1 | |
| Electrical Testing Instruments including Insulation Tester and Earth Tester (Min 01 set) (Qualitative)(Doc Required) | 1 | |
| Scaffolding / Mobile Platforms (Min 02 Sets) (Qualitative)(Doc Required) | 1 | |
| Plumbing / Mechanical Testing Equipment including Pressure Gauges and Flow Meter (Min 01 Set) (Qualitative)(Doc Required) | 1 | |
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Package -2a Architecture, Electrical & Plumbing Works | Address: 63-NICL Building, Jinnah Avenue, Blue Area., Islamabad Capital TerritorySchedule: 660 DaysQuantity: 1/job |
1/job | 40000000 PKR |
| Item | UNSPSC | Delivery Schedule | Quantity | Bid Security | Related to Job/Lot |
|---|---|---|---|---|---|
| Construction of SECP Head Office Building Mauve Area, G-11 Islamabad. (Package-2a - Architecture, ID & External Works, Electrical & ELV and Plumbing Works) | Granite |
Address: Project Management Unit 4th Floor, NICL Building, Jinnah Avenue051-9195437/051-9195474
Schedule: 660 Days
Quantity: 1/job
|
1/job | PKR | Package -2a Architecture, Electrical & Plumbing Works (Job) |
Jobs Without Lots :
Job: Package -2a Architecture, Electrical & Plumbing Works
Specifications / Requirements:
| Sr. No | Description | Unit | Qty | Rate | PWD Schedule-2022 Reference No | Amount |
|---|---|---|---|---|---|---|
| 1 | ARCHITECTURAL WORKS | |||||
| 2 | BLOCK MASONRY WORKS | |||||
| 3 | Providing and laying 1:3:6 cement concrete solid block masonry more than 6inches (152 mm) thick using graded screened bajri 3/4 inch (19 mm) and downgauge set in lime cement mortar 1:1:6 in foundation, basement and plinthincluding scaffolding, raking out Joints and curing etc. complete; foundationand basement masonry upto 5 feet (1.52 Ru.m.) depth and plinth upto 4 feet(1,2 Ru.m.) height from ground level . | Code # 110 | ||||
| 4 | Basement-4 | per Cft | 479.04 | Code #110 Item # 2 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #(31)x9 | ||
| 5 | Basement-3 | per Cft | 463.35 | Code #110 Item # 2 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #(31)x7 | ||
| 6 | Basement-2 | per Cft | 447.67 | Code #110 Item # 2 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #(31)x5 | ||
| 7 | Basement-1 | per Cft | 431.98 | Code #110 Item # 2 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #(31)x3 | ||
| 8 | Providing and laying 1:3:6 cement concrete solid block masonry more than 6inches (152 mm) thick using graded screened bajri 3/4 inch (19 mm) and down gauge set in lime cement mortar 1:1:6 including scaffolding, raking out joints and curing etc. complete in ground floor superstructure. | Code # 110 | ||||
| 9 | Lower Ground Floor | per Cft | 1450 | 428.74 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ | 621673 |
| 10 | Upper Ground Floor | per Cft | 1950 | 428.74 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ | 836043 |
| 11 | Ist. Floor | per Cft | 1850 | 452.89 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70 | 837846.5 |
| 12 | 2nd. Floor | per Cft | 1700 | 476.98 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # 71 | 810866 |
| 13 | 3rd. Floor | per Cft | 2350 | 501.08 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x2 | 1177538 |
| 14 | 4th. Floor | per Cft | 2350 | 525.17 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x3 | 1234149.5 |
| 15 | 5th. Floor | per Cft | 1100 | 549.27 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x4 | 604197 |
| 16 | 6th. Floor | per Cft | 1100 | 573.36 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x5 | 630696 |
| 17 | 7th. Floor | per Cft | 1050 | 597.46 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x6 | 627333 |
| 18 | 8th. Floor | per Cft | 1050 | 621.55 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x7 | 652627.5 |
| 19 | 9th. Floor | per Cft | 1050 | 645.65 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x8 | 677932.5 |
| 20 | 10th. Floor | per Cft | 1050 | 669.74 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x9 | 703227 |
| 21 | 11th & 12th. Floor | per Cft | 1300 | 693.84 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x10 | 901992 |
| 22 | 13th. Floor | per Cft | 1050 | 717.94 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x11 | 753837 |
| 23 | 14th. Floor | per Cft | 1050 | 742.03 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x12 | 779131.5 |
| 24 | 15th. Floor | per Cft | 1050 | 766.13 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x13 | 804436.5 |
| 25 | 16th. Floor | per Cft | 1050 | 790.22 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x14 | 829731 |
| 26 | 17th. Floor | per Cft | 1050 | 814.32 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x15 | 855036 |
| 27 | 18th. Floor | per Cft | 1050 | 838.41 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x16 | 880330.5 |
| 28 | 19th. Floor | per Cft | 1200 | 862.51 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x17 | 1035012 |
| 29 | 20th. Floor | per Cft | 1200 | 886.6 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x18 | 1063920 |
| 30 | 21st. Floor | per Cft | 1200 | 910.7 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x19 | 1092840 |
| 31 | 22nd. Floor | per Cft | 1650 | 934.8 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x20 | 1542420 |
| 32 | Machine Room Level (23rd Floor) | per Cft | 2350 | 958.89 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x21 | 2253391.5 |
| 33 | Roof | per Cft | 2100 | 982.99 | Code #110 Item # 34 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # 70+ Code #110 Item # (71)x22 | 2064279 |
| 34 | Providing and laying 1:3:6 cement concrete solid block masonry 4 inch to 6inch (102 mm to 152) thick using screened graded bajri 3/4 inch (19 mm) anddown gauge set in lime cement mortar 1:1:6 in foundation, basement and plinth including scaffolding, raking out joints and curing etc. complete;foundation and basement masonry upto 5 feet (1.52 Ru.m.) depth and plinthupto 4 feet (1.2 Ru.m.) height from ground level . | Code # 110 | ||||
| 35 | Basement-4 | per Cft | 3250 | 506.82 | Code #110 Item # 12 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # (31)x9 | 1647165 |
| 36 | Basement-3 | per Cft | 6050 | 491.13 | Code #110 Item # 12 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # (31)x7 | 2971336.5 |
| 37 | Basement-2 | per Cft | 3900 | 475.44 | Code #110 Item # 12 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # (31)x5 | 1854216 |
| 38 | Basement-1 | per Cft | 6050 | 459.76 | Code #110 Item # 12 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item # (31)x3 | 2781548 |
| 39 | Providing and laying 1:3:6 cement concrete solid block masonry 4 inch to 6 inch (102 mm to 152) thick using crushed graded boulders 3/4 inch (19 mm) and down gauge instead of screened bajri, set in cement sand mortar 1:6 instead of lime cement mortar 1:1:6 in including scaffolding, raking out Joints and curing etc. complete in groud floor super structure | Code # 110 | ||||
| 40 | Lower Ground Floor | per Cft | 6700 | 454.64 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ | 3046088 |
| 41 | Upper Ground Floor | per Cft | 3700 | 454.64 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ | 1682168 |
| 42 | Ist. Floor | per Cft | 4050 | 478.78 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70 | 1939059 |
| 43 | 2nd. Floor | per Cft | 4500 | 502.88 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # 71 | 2262960 |
| 44 | 3rd. Floor | per Cft | 4250 | 526.97 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # 71 x 2 | 2239622.5 |
| 45 | 4th. Floor | per Cft | 2150 | 551.07 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x3 | 1184800.5 |
| 46 | 5th. Floor | per Cft | 2900 | 575.16 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x4 | 1667964 |
| 47 | 6th. Floor | per Cft | 3450 | 599.26 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x5 | 2067447 |
| 48 | 7th. Floor | per Cft | 2550 | 623.35 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x6 | 1589542.5 |
| 49 | 8th. Floor | per Cft | 2750 | 647.45 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x7 | 1780487.5 |
| 50 | 9th. Floor | per Cft | 2550 | 671.54 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x8 | 1712427 |
| 51 | 10th. Floor | per Cft | 2770 | 695.64 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x9 | 1926922.8 |
| 52 | 11th & 12th. Floor | per Cft | 1800 | 719.74 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x10 | 1295532 |
| 53 | 13th. Floor | per Cft | 2750 | 743.83 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x11 | 2045532.5 |
| 54 | 14th. Floor | per Cft | 2550 | 767.93 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x12 | 1958221.5 |
| 55 | 15th. Floor | per Cft | 2750 | 792.02 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x13 | 2178055 |
| 56 | 16th. Floor | per Cft | 2750 | 816.12 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x14 | 2244330 |
| 57 | 17th. Floor | per Cft | 2700 | 840.21 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x15 | 2268567 |
| 58 | 18th. Floor | per Cft | 2850 | 864.31 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x16 | 2463283.5 |
| 59 | 19th. Floor | per Cft | 2950 | 888.4 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x17 | 2620780 |
| 60 | 20th. Floor | per Cft | 2300 | 912.5 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x18 | 2098750 |
| 61 | 21st. Floor | per Cft | 2250 | 936.59 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x19 | 2107327.5 |
| 62 | 22nd. Floor | per Cft | 2650 | 960.69 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x 20 | 2545828.5 |
| 63 | Machine Room Level (23rd Floor) | per Cft | 750 | 984.79 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x 21 | 738592.5 |
| 64 | Roof | per Cft | 300 | 1008.88 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ Code #110 Item #70+ Code # 110 Item # (71)x 22 | 302664 |
| 65 | INTERNAL FLOOR FINISHES | |||||
| 66 | PCC Flooring | |||||
| 67 | Providing and laying floors of 3 inches (76 mm) thick 1:2:4 cement concrete using screened bajri in ground floor laid in with or without panels including form work, consolidation, finishing, and curing etc. complete. | Code # 117 | ||||
| 68 | Basement-4 | per Sft | 30730 | 155.19 | Code #117 Item # 7+ Code #117 Item # (25)x4 | 4768988.7 |
| 69 | Basement-3 | per Sft | 28930 | 147.47 | Code #117 Item # 7+ Code #117 Item # (25)x3 | 4266307.1 |
| 70 | Basement-2 | per Sft | 29090 | 139.75 | Code #117 Item # 7+ Code #117 Item # (25)x2 | 4065327.5 |
| 71 | Basement-1 | per Sft | 30920 | 132.03 | Code #117 Item # 7+ Code #117 Item # (25)x1 | 4082367.6 |
| 72 | Lower Ground Floor | per Sft | 300 | 124.313 | Code #117 Item # 7 | 37293.9 |
| 73 | Upper Ground Floor | per Sft | 124.313 | Code #117 Item # 7 | ||
| 74 | Ist. Floor | per Sft | 133.88 | Code #117 Item # 7+ Code #117 Item # 26 | ||
| 75 | 2nd. Floor | per Sft | 141.6 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # 27 | ||
| 76 | 3rd. Floor | per Sft | 149.32 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x2 | ||
| 77 | 4th. Floor | per Sft | 157.04 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x3 | ||
| 78 | 5th. Floor | per Sft | 164.76 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x4 | ||
| 79 | 6th. Floor | per Sft | 1090 | 172.48 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x5 | 188003.2 |
| 80 | 7th. Floor | per Sft | 180.2 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x6 | ||
| 81 | 8th. Floor | per Sft | 187.92 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x7 | ||
| 82 | 9th. Floor | per Sft | 195.63 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x8 | ||
| 83 | 10th. Floor | per Sft | 203.35 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x9 | ||
| 84 | 11th & 12th. Floor | per Sft | 6800 | 211.07 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x10 | 1435276 |
| 85 | 13th. Floor | per Sft | 218.79 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x11 | ||
| 86 | 14th. Floor | per Sft | 226.51 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x12 | ||
| 87 | 15th. Floor | per Sft | 234.23 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x13 | ||
| 88 | 16th. Floor | per Sft | 241.95 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x14 | ||
| 89 | 17th. Floor | per Sft | 249.67 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x15 | ||
| 90 | 18th. Floor | per Sft | 257.38 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x16 | ||
| 91 | 19th. Floor | per Sft | 265.1 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x17 | ||
| 92 | 20th. Floor | per Sft | 272.82 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x18 | ||
| 93 | 21st. Floor | per Sft | 280.54 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x19 | ||
| 94 | 22nd. Floor | per Sft | 288.26 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x20 | ||
| 95 | Machine Room Level (23rd Floor) | per Sft | 800 | 295.98 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x21 | 236784 |
| 96 | Roof | per Sft | 500 | 303.7 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x22 | 151850 |
| 97 | Porcelain Tile Flooring | |||||
| 98 | FL-Type 08 Providing & laying light/colour unglazed Vitrified porcelain tiles (polished) not exceeding 3600 sq cm each on walls & floors foreign make (Italian or equivalent except China make) in any floor laid with dry bond (stile bond) over on 1" thick cement mortar (1:3) including jointing the tiles with joint filler of approved qualityas per direction of the Engineer incharge. | per Sft | 2700 | 1285.24 | Code #117 Item # 187 | 3470148 |
| 99 | Providing and laying light colour, glazed/non skid vitrified porcelain tiles (Polished) exceeding 1600 sqcm and up to 3600 Sqcm each, (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge. | Code #117 Item # 180 | ||||
| 100 | Porcelain Tile Flooring, FL-13 | per Sft | 16750 | 527.94 | 8842995 | |
| 101 | Porcelain Tile Flooring, FL-16 | per Sft | 10500 | 527.94 | 5543370 | |
| 102 | Porcelain Tile Flooring , FL-18 | per Sft | 6300 | 527.94 | 3326022 | |
| 103 | Porcelain Tile on wall, WL-09 | per Sft | 40380 | 527.94 | 21318217.2 | |
| 104 | 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) | Code #117 Item # 178 | ||||
| 105 | a) Average strength 7000 psi | per Sft | 15000 | 157.79 | 2366850 | |
| 106 | b) Average strength 5000 psi | per Sft | 5500 | 130.98 | 720390 | |
| 107 | Providing & laying cement sand mortar 1:4 (1cement: 4sand) NOTE: To be used as levelling screed under tiles or where required at any floor any height complete in all respect and as per drawings, specifications and directions of the Engineer. | per Cft | 10800 | 391.77 | Code #101 Item # 24 | 4231116 |
| 108 | INTERNAL WALL FINISHES | |||||
| 109 | Cement Plaster | |||||
| 110 | 1/2" (13 mm) thick cement plaster 1:6 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, comers, and curing etc., complete. | Code #122 Item # 6 | ||||
| 111 | Basement-4 | per Sft | 26000 | 52.45 | Code #122 Item # 6 | 1363700 |
| 112 | Basement-3 | per Sft | 48000 | 52.45 | Code #122 Item # 6 | 2517600 |
| 113 | Basement-2 | per Sft | 27000 | 52.45 | Code #122 Item # 6 | 1416150 |
| 114 | Basement-1 | per Sft | 48000 | 52.45 | Code #122 Item # 6 | 2517600 |
| 115 | Lower Ground Floor | per Sft | 35000 | 52.45 | Code #122 Item # 6 | 1835750 |
| 116 | Upper Ground Floor | per Sft | 17000 | 52.45 | Code #122 Item # 6 | 891650 |
| 117 | Ist. Floor | per Sft | 21500 | 56.45 | Code #122 Item # 6+ Code #122 Item # 87 | 1213675 |
| 118 | 2nd. Floor | per Sft | 25000 | 59.52 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # 90 | 1488000 |
| 119 | 3rd. Floor | per Sft | 24500 | 62.59 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*2 | 1533455 |
| 120 | 4th. Floor | per Sft | 18000 | 65.67 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*3 | 1182060 |
| 121 | 5th. Floor | per Sft | 17000 | 68.74 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*4 | 1168580 |
| 122 | 6th. Floor | per Sft | 23000 | 71.81 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*5 | 1651630 |
| 123 | 7th. Floor | per Sft | 15500 | 74.88 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*6 | 1160640 |
| 124 | 8th. Floor | per Sft | 15500 | 77.95 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*7 | 1208225 |
| 125 | 9th. Floor | per Sft | 14000 | 81.02 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*8 | 1134280 |
| 126 | 10th. Floor | per Sft | 14000 | 84.09 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*9 | 1177260 |
| 127 | 11th & 12th. Floor | per Sft | 16500 | 87.16 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*10 | 1438140 |
| 128 | 13th. Floor | per Sft | 15500 | 90.24 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*11 | 1398720 |
| 129 | 14th. Floor | per Sft | 15500 | 93.31 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*12 | 1446305 |
| 130 | 15th. Floor | per Sft | 15500 | 96.38 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*13 | 1493890 |
| 131 | 16th. Floor | per Sft | 16500 | 99.45 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*14 | 1640925 |
| 132 | 17th. Floor | per Sft | 16500 | 102.52 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*15 | 1691580 |
| 133 | 18th. Floor | per Sft | 17000 | 105.59 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*16 | 1795030 |
| 134 | 19th. Floor | per Sft | 14500 | 108.66 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*17 | 1575570 |
| 135 | 20th. Floor | per Sft | 12500 | 111.73 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*18 | 1396625 |
| 136 | 21st. Floor | per Sft | 13000 | 114.81 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*19 | 1492530 |
| 137 | 22nd. Floor | per Sft | 14000 | 117.88 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*20 | 1650320 |
| 138 | Machine Room Level (23rd Floor) | per Sft | 3000 | 120.95 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*21 | 362850 |
| 139 | Roof | per Sft | 1000 | 124.02 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)*22 | 124020 |
| 140 | Painting Works | |||||
| 141 | Painting with Robbialac supper gloss synthetic enamel paint of approved make and shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor . | per Sft | 560000 | 87.29 | Code #122 Item # 161 | 48882400 |
| 142 | INTERNAL CEILING FINISHES | |||||
| 143 | Cement Plaster | |||||
| 144 | 1/2" (13 mm) thick cement plaster 1:6 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, comers, and curing etc., complete. | Code #122 Item # 6 | ||||
| 145 | Basement-4 | per Sft | 34300 | 52.45 | Code #122 Item # 6 | 1799035 |
| 146 | Basement-3 | per Sft | 30850 | 52.45 | Code #122 Item # 6 | 1618082.5 |
| 147 | Basement-2 | per Sft | 34300 | 52.45 | Code #122 Item # 6 | 1799035 |
| 148 | Basement-1 | per Sft | 30850 | 52.45 | Code #122 Item # 6 | 1618082.5 |
| 149 | Lower Ground Floor | per Sft | 3500 | 52.45 | Code #122 Item # 6 | 183575 |
| 150 | Upper Ground Floor | per Sft | 4000 | 52.45 | Code #122 Item # 6 | 209800 |
| 151 | Ist. Floor | per Sft | 5500 | 56.45 | Code #122 Item # 6+ Code #122 Item # 87 | 310475 |
| 152 | 2nd. Floor | per Sft | 5000 | 59.52 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # 90 | 297600 |
| 153 | 3rd. Floor | per Sft | 6000 | 62.59 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x2 | 375540 |
| 154 | 4th. Floor | per Sft | 2000 | 65.67 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x3 | 131340 |
| 155 | 5th. Floor | per Sft | 6500 | 68.74 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x4 | 446810 |
| 156 | 6th. Floor | per Sft | 2500 | 71.81 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x5 | 179525 |
| 157 | 7th. Floor | per Sft | 5500 | 74.88 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x6 | 411840 |
| 158 | 8th. Floor | per Sft | 5500 | 77.95 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x7 | 428725 |
| 159 | 9th. Floor | per Sft | 5500 | 81.02 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x8 | 445610 |
| 160 | 10th. Floor | per Sft | 5500 | 84.09 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x9 | 462495 |
| 161 | 11th & 12th. Floor | per Sft | 5500 | 87.16 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x10 | 479380 |
| 162 | 13th. Floor | per Sft | 5500 | 90.24 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x11 | 496320 |
| 163 | 14th. Floor | per Sft | 5500 | 93.31 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x12 | 513205 |
| 164 | 15th. Floor | per Sft | 5000 | 96.38 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x13 | 481900 |
| 165 | 16th. Floor | per Sft | 5000 | 99.45 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x14 | 497250 |
| 166 | 17th. Floor | per Sft | 5000 | 102.52 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x15 | 512600 |
| 167 | 18th. Floor | per Sft | 5500 | 105.59 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x16 | 580745 |
| 168 | 19th. Floor | per Sft | 2000 | 108.66 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x17 | 217320 |
| 169 | 20th. Floor | per Sft | 2000 | 111.73 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x18 | 223460 |
| 170 | 21st. Floor | per Sft | 2000 | 114.81 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x19 | 229620 |
| 171 | 22nd. Floor | per Sft | 2000 | 117.88 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x20 | 235760 |
| 172 | Machine Room Level (23rd Floor) | per Sft | 1500 | 120.95 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x21 | 181425 |
| 173 | Roof | per Sft | 500 | 124.02 | Code #122 Item # 6+ Code #122 Item # 87+ Code #122 Item # (90)x22 | 62010 |
| 174 | Painting Works | |||||
| 175 | Painting with (IC Dulux plastic emulsion paint P of approved shade two coats over and including the cost of one priming coat complete over plastered surface at any height in any floor . | per Sft | 234300 | 87.59 | Code #122 Item # 162 | 20522337 |
| 176 | Cement washing two coats at any height in any floor....... | per Sft | 180000 | 3.96 | Code #122 Item # 150 | 712800 |
| 177 | ROOF FINISHES/TREATMENT | |||||
| 178 | PCC Flooring (Roof Screeding) | |||||
| 179 | Providing and laying floors of 3 inches (76 mm) thick 1:2:4 cement concrete using screened bajri in ground floor laid in with or without panels including form work, consolidation, finishing, and curing etc. complete. | Code # 117 | ||||
| 180 | 5th. Floor | per Sft | 5000 | 164.76 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x4 | 823800 |
| 181 | 19th. Floor | per Sft | 3300 | 272.82 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x18 | 900306 |
| 182 | Machine Room Level (23rd Floor) | per Sft | 7650 | 303.69 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x22 | 2323228.5 |
| 183 | Roof | per Sft | 1400 | 311.42 | Code #117 Item # 7+ Code #117 Item # 26+ Code #117 Item # (27)x23 | 435988 |
| 184 | EXTERNAL WALL FINISHES (BUILDING) | |||||
| 185 | 3/4'' (19 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. | |||||
| 186 | Basement-4 | per Sft | 69.36 | Code #122 Item # 8 | ||
| 187 | Basement-3 | per Sft | 69.36 | Code #122 Item # 8 | ||
| 188 | Basement-2 | per Sft | 69.36 | Code #122 Item # 8 | ||
| 189 | Basement-1 | per Sft | 69.36 | Code #122 Item # 8 | ||
| 190 | Lower Ground Floor | per Sft | 7000 | 69.36 | Code #122 Item # 8 | 485520 |
| 191 | Upper Ground Floor | per Sft | 4600 | 69.36 | Code #122 Item # 8 | 319056 |
| 192 | Ist. Floor | per Sft | 5500 | 74.69 | Code #122 Item # 8 Code #122 Item # 88 | 410795 |
| 193 | 2nd. Floor | per Sft | 5500 | 78.78 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # 91 | 433290 |
| 194 | 3rd. Floor | per Sft | 6500 | 82.88 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x2 | 538720 |
| 195 | 4th. Floor | per Sft | 6500 | 86.97 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x3 | 565305 |
| 196 | 5th. Floor | per Sft | 4500 | 91.07 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x4 | 409815 |
| 197 | 6th. Floor | per Sft | 4500 | 95.16 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x5 | 428220 |
| 198 | 7th. Floor | per Sft | 4500 | 99.26 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x6 | 446670 |
| 199 | 8th. Floor | per Sft | 4500 | 103.35 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x7 | 465075 |
| 200 | 9th. Floor | per Sft | 4500 | 107.45 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x8 | 483525 |
| 201 | 10th. Floor | per Sft | 4500 | 111.54 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x9 | 501930 |
| 202 | 11th & 12th. Floor | per Sft | 4800 | 115.64 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x10 | 555072 |
| 203 | 13th. Floor | per Sft | 4500 | 119.73 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x11 | 538785 |
| 204 | 14th. Floor | per Sft | 4500 | 123.83 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x12 | 557235 |
| 205 | 15th. Floor | per Sft | 4500 | 127.92 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x13 | 575640 |
| 206 | 16th. Floor | per Sft | 4500 | 132.02 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x14 | 594090 |
| 207 | 17th. Floor | per Sft | 4500 | 136.11 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x15 | 612495 |
| 208 | 18th. Floor | per Sft | 4500 | 140.21 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x16 | 630945 |
| 209 | 19th. Floor | per Sft | 4000 | 144.3 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x17 | 577200 |
| 210 | 20th. Floor | per Sft | 4000 | 148.4 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x18 | 593600 |
| 211 | 21st. Floor+ | per Sft | 4000 | 152.49 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x19 | 609960 |
| 212 | 22nd. Floor | per Sft | 4500 | 156.59 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x20 | 704655 |
| 213 | Machine Room Level (23rd Floor) | per Sft | 8500 | 160.68 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x21 | 1365780 |
| 214 | Roof | per Sft | 4000 | 164.78 | Code #122 Item # 8 Code #122 Item # 88+ Code #122 Item # (91)x22 | 659120 |
| 215 | Extra if deep cut grooves of approved sizes and design are made on plastered surface of any description in any floor | per Sft | 110900 | 29.74 | Code #122 Item # 37 | 3298166 |
| 216 | ROOF FINISHES/TREATMENT | |||||
| 217 | 3/4'' (19 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. | |||||
| 218 | Providing & laying cement sand mortar 1:4 (1cement: 4sand) NOTE: To be used as levelling screed under tiles or where required at any floor/roof any height complete in all respect and as per drawings, specifications and directions of the Engineer. | per Cft | 1650 | 391.77 | Code #101 Item # 24 | 646420.5 |
| 219 | B) Non Schedule Items | |||||
| 220 | MOISTURE PROTECTION | |||||
| 221 | Providing and applying three coats of 2 component flexible polymer modified cementitious waterproof coating AQUAFIN-2C / SIKA /or approved equivalent over RCC slabs and walls of any wet area e.g. Toilets, Kitchens, Balcony's etc, at any height in any floor as per manufacturer's specifications & recommendations. The item shall also include flood testing for a minimum period of 24–72 hours (as per instruction of the site Engineer) after completion and curing of the waterproofing system, including making good any defects/leakages observed and retesting until satisfactory results are achieved, complete in all respect as per drawing, standards, specifications and direction of the Engineer. | Sft | 19500 | 185 | NSI | 3607500 |
| 222 | METAL WORKS | |||||
| 223 | Metal Doors | |||||
| 224 | Hollow Core Flush Type Metal Door | |||||
| 225 | Providing, welding, fabricating and fixing in position approved colour powder‑coated MS hollow flush door shutter including frame of 2" x 5" x16 gauge (1.6 mm) MS sections with single rebate 38 mm × 12 mm (1‑1/2" × 1/2"), shutter 38 mm (1‑1/2") thick faced both sides with 20 SWG (0.9 mm) GI sheet conforming to ASTM A653/A653M coating designation, reinforced with “C” channel bracing and cross bracing, filled with honeycomb kraft paper core, with or without vision panel and louvers, including 6 mm clear laminated safety glass fixed with EPDM gasket and metal trim, and all required hardware excluding ironmongery, at any floor and height, in accordance with drawings, specifications, and Engineer’s directions. Note: Cost of ironmongery such as hinges, locks, handles, closers, etc. shall be paid under separate items as per hardware schedule. | NSI | ||||
| 226 | Single Leaf Shutter | |||||
| 227 | Type-1 (Without Vision Panel and louvers) | Sft | 40 | 11400 | 456000 | |
| 228 | Type-2 (Without Vision Panel and with louvers) | Sft | 130 | 10100 | 1313000 | |
| 229 | Type-3 (With Vision Panel and without louvers) | Sft | 260 | 10000 | 2600000 | |
| 230 | Type-4 (With Vision Panel and louvers) | Sft | 170 | 9000 | 1530000 | |
| 231 | Double Leaf Shutter | |||||
| 232 | Type-5 (With Vision Panel and louvers) | Sft | 245 | 9500 | 2327500 | |
| 233 | Type-6 (Without Vision Panel and louvers) | Sft | 50 | 8000 | 400000 | |
| 234 | MS Louvered Door | |||||
| 235 | Providing, welding, fabricating, and fixing in position MS louvered door including frame comprising of MS door frame 2" x 5" X 16Swg conforming to BSS. 1245 having a single rebate size 1-1/2" x 1/2", using MS tube 1-12" x 4" x 14 swg for top rail & stile and 1-12" x 9" x 14 swg for bottom rail and 2" x 2" x14 Swg mid/lock rail of shutter frames conforming to ASTM A500 Grade B/C (for hollow tubes) or equivalent BS EN 10219, fitted with 2.0 mm thick MS steel sheet louvers , spaced at 32 mm (1¼") centre‑to‑centre as per approved drawings and design. Door frame shall be fixed to wall with holdfasts 8" x 2" x 1/8" thick (4 Nos each side) hollow area to be filled with 1:2 cement sand morate, shutter hung on heavy‑duty SS304 ball‑bearing hinges, anchoring shall be detailed as per approved shop drawings. Surface finished with one coat of approved zinc-phosphate epoxy primer & three coats of approved industrial synthetic enamel paint. Installation shall include cutting holes for holdfast, grouting, alignment, and all accessories required for complete fixing, complete in all respects, at any floor and height, in accordance with approved drawings, specifications, and directions of the Engineer. Note: Cost of Ironmongery such as hinges, Locks, Handles etc. paid in Separate item as per hardware schedule. | NSI | ||||
| 236 | Type-6 (With two shutter) | Sft | 260 | 8000 | 2080000 | |
| 237 | Type-7 (With Four shutter) | Sft | 260 | 14000 | 3640000 | |
| 238 | Fire Rated Door | |||||
| 239 | Provide factory-manufactured steel fire-rated door assembly having a 03 hours fire resistance rating, tested and certified in accordance with UL 10C/NFPA 252 (or EN 1634-1 where specified), UL 1784 and installed in accordance with NFPA 80". detail as under. | NSI | ||||
| 240 | DF01 & DF02 | Sft | 1880 | 10500 | 19740000 | |
| 241 | Testing/Cerifications ASTM, NFPA 252 (EN-1634-1), FAA, IMO / ISO/IEC 17020:2012 certified by PNAC SGS Building Standards Ltd. | |||||
| 242 | Material of frame & Leaf - ASTM A653/ A653M - Zinc coated Cold-rolled steel sheet/plate 2mm thick with180 micron DFT. - Door Jamb 200mm wide single rebated. - Door Leaf 44mm thick. - In fill material using mineral wool (Rockwaool) for insulation, minium density 180Kg/Cum. | |||||
| 243 | Anchors & Bolts - Jamb Anchors : 1No-In place concrete & Masonry anchor from jamb with minimum 9mm diameter concealed bolts in to expansion shiels or inseart 150mm from top & bottom. Floor Anchors - Clip type anchors with two holes to receive fasteners welded to bottom of jamb and mullions with the same thickness of frame material. Head Anchors - 02 head anchrs for frames more than 1066 mm wide and mounted in steel wall. | |||||
| 244 | Glass for vision penal - 5mm thick Fire rated Transparentceramic fire lite-NT Glass for fire rated door | |||||
| 245 | Door Hardwares - Hinges: 150mm long, 38mm wide and 4.2mm thick, 2 Ball bearing, five knickle, butt hinges, single acting, fully mortise SS304 (4-Nos in each shutter),Tested by ANI/BHMAA156.1, UL listed, CE Certification, Pass BS EN1935 test, Pass EN 1634 test, 200, 000 life Cycle. - Panic Exit Device Escutcheon type heavy duty Liver trim sutiable for RIM type medium stile Exit device with provision for ANSI profile, UL listed, CE Cirtification, Pass BS EN1125 test, 200, 000 life Cycle. - Door Closer Overhead surface mounted Rack and Pinion type door closer, UL listed, CE Cirtification, Pass BS EN1154 test, 500, 000 life Cycle. - Liver Handle CE Cirtification, Pass BS EN1634 test, SS304. - Door Coordinator Non-Handed, SS304. | |||||
| 246 | Construction including In-fill Door with smooth, flush surface without visible joints or seams on exposed faces and stile adges. 1- Single acting swing doors, bevel both vertical adges 3mm in 50mm. 2- Galvanized steel vertical stiffeners extending full-door height, spaced not more than 150mm apart and not spot welded to face sheets a maximum of 150, fill space between stiffeners with rockwaool insulation of minium 180Kg/Cum density applied to inside surface of face sheet (Tested). 3- Closed bottom edge with metalic coated steel closing channel and top edge with filler channel of same material, so webs of chennals are flush with bottom & top door edge. 4- Polyestere Powder Coating (minimum 70-80 microns DFT) after finish. | |||||
| 247 | MS Rungs | |||||
| 248 | Providing, making & fixing in position MS rungs comprising of 1" x 1" solid square bar U-shape 24" long & 8" wide rungs (usable size) including hold fast fixed on the wall as per drawing, applying three coat of anti rust paint as per approved by the Engineer, at any depth & any height in etc., complete in all respect and as per drawings, specifications and directions of the Engineer. | Each | 40 | 5000 | NSI | 200000 |
| 249 | Pre-Cast RCC Concrete Members | |||||
| 250 | Providing, casting, supplying, and fixing RCC precast slabs/planks, including steel reinforcement bars and concrete of specified cylindrical compressive strength, with watertight, fair-faced formwork. The work shall include providing lifting hooks where required, and placing the units at the specified location, maintaining proper line, level, and alignment, at any height and floor etc., complete in all respects as per drawing, standard, specifications, and or as directed by the Engineer. | NSI | ||||
| 251 | Rcc Pre-Cast slab / Plank for MS Staircase-2 from Lower Ground to Upper Ground Floor (3000 Psi) | Cft | 35 | 1500 | 52500 | |
| 252 | Rcc Pre-Cast slab / Plank for MEP Opening of Lower Ground Floor (3000 Psi) | Cft | 435 | 1500 | 652500 | |
| 253 | Rcc Pre-Cast slab / Plank for MEP Shaft Opening over Ramp at Upper Ground Floor (3000 Psi) | Cft | 400 | 1500 | 600000 | |
| 254 | MS Steel Structure Works | |||||
| 255 | Providing, cutting, fabricating, erecting, placing, installing, inspecting, testing, and ensuring quality control for MS structural steel works, using members with minimum yield strength conforming to ASTM A36 Grade 36 / ASTM A572 Grade 50 / ASTM A992 / ASTM A500 Grade B or C. Structural steel members shall include drilling of holes, non‑shrinkage grout, H‑sections, I‑sections, W‑sections, angles, tubes, beams, channels, base plates, MS sheets, MS chequered plates, stiffener plates, MS pipes, MS square/round bars for railing, MS posts, anchors bolts, Rawl bolts, J‑bolts, nuts, washers, and leveling grout, or as required, three coat of industrial synthetic enamel paint over 1 one coat of approved zinc-phosphate epoxy primer. All jointing and welding shall comply with AWS D1.1 Structural Welding Code – Steel and BS EN ISO 3834 quality management system requirements. Works shall be executed at any floor or height, including the cost of scaffolding, platforms, and winches. The contractor shall submit coordinated and checked shop drawings for approval prior to commencement, without additional cost, and complete all works in accordance with drawings, standards, specifications, and directions of the Engineer. | NSI | ||||
| 256 | MS Staircase-4 from Lower Ground to Upper Ground Floor | Kg | 800 | 700 | 560000 | |
| 257 | MS Metal Staircase-3 from Upper Ground to 1st Floor | Kg | 4000 | 700 | 2800000 | |
| 258 | MS Staircase-5 from Roof to MEP space Upper Roof | Kg | 2100 | 700 | 1470000 | |
| 259 | MS Steel structure Framing for Glass Elevator | Kg | 2000 | 700 | 1400000 | |
| 260 | MS Steel structure wall Framing for Reception | Kg | 3600 | 700 | 2520000 | |
| 261 | MS Steel structure Framing for Ramp | Kg | 23500 | 700 | 16450000 | |
| 262 | WOODEN WORKS | |||||
| 263 | Anti-Termite Treatment | |||||
| 264 | Providing and applying anti-termite solution for the protection of all wooden surfaces against termites and other wood-destroying organisms, using 50ml of the approved termiticide per square foot of wood surface area, comprising of 200ml of Prevent 2.5EC by Ali Akbar Group or approved equivalent, mixed with 2000ml kerosine oil. This mixture must be applied to all wooden surfaces wether expose or not. Complete in all respects as per specifications & relevant drawings and all works to the satisfaction of the Engineer. | Sft | 63000 | 85 | NSI | 5355000 |
| 265 | Door Sub-frame | |||||
| 266 | Providing, making, and fixing an approved quality seasoned rough wood sub-frame to support & backing all types of door frame, using approved rough wood 3" x 3/4" thick including 06 nos socket-type counter-sunken bolt with nuts in each backing frame as per the fixing details. Applying termite treatment as mentioned in the above item etc., complete in all respect as per engineering standards, specifications, drawings & entirely satisfaction of the Engineer. | Rft | 8000 | 300 | NSI | 2400000 |
| 267 | Wooden Door Frame | |||||
| 268 | Providing, making, and fixing an approved quality seasoned Ash wood door frame 5" x 2" thick, including 06 nos socket-type counter-sunken bolt with nuts in each frame as per the fixing details. Applying PU foam to joined & fill all acvities of the frame and termite treatment as mentioned in the above item etc., complete in all respect as per engineering standards, specifications, drawings & entirely satisfaction of the Engineer. | Rft | 6500 | 1800 | NSI | 11700000 |
| 269 | Laminated Door Shutter | |||||
| 270 | Providing, making & fixing in position 1-1/2" thick solid core Laminated board finish manufectured a factory-pressed flush door shutters comprising of 6.5mm thick approved color & shade laminated board with MDF/lasani back on both faces of the door, over all around seasoned rough wood 4-1/2" wide top rail and stile, 9" wide bottom rail and cross band frame (lock-rail) 6" wide lock rail, hollow area except framing to be filled with the seasoned rough wood, 1-1/2" x 1/2" thick Ash wood edge lipping all around, with or without Vision Panel and louvers including 6mm thick clear laminated glass with gasket, glazing bead and ash wood trim, solid ash wood louvered as per drawing & design, all ash wood to be covered with approved colour lacquer polish. The door shutter mechanically pressed by standard manufacturers under power driven hydraulic press as approved by the Engineer, including nails, glue or any required hardware's and applying termite treatment as mentioned in the above item etc, at any floor & any height in etc., complete in all respect as per engineering standards, specifications, drawings and entirely satisfaction of the Engineer. Note: Cost of Ironmongery such as hinges, Locks, Handles etc. paid in Separate item as per hardware schedule. | NSI | ||||
| 271 | Single Leaf Shutter | |||||
| 272 | Type-1 (Without Vision Panel and louvers) | Sft | 770 | 1200 | 924000 | |
| 273 | Type-2 (Without Vision Panel and with louvers) | Sft | 2700 | 1200 | 3240000 | |
| 274 | Type-3 (With Vision Panel and without louvers) | Sft | 1900 | 1200 | 2280000 | |
| 275 | Type-4 (With Vision Panel and louvers) | Sft | 2500 | 1200 | 3000000 | |
| 276 | Type-5 Frame less shutter (Without Vision Panel and louvers) | Sft | 2200 | 1200 | 2640000 | |
| 277 | Double Leaf Shutter | |||||
| 278 | Type-6 (Without Vision Panel and louvers) | Sft | 200 | 1200 | 240000 | |
| 279 | Type-7 (With Vision Panel and without louvers) | Sft | 600 | 1200 | 720000 | |
| 280 | Floor and Wall Cabinets | |||||
| 281 | Providing, constructing, and installing floor and wall mounted cabinets according to the given detail. This includes a 25mm thick both side approved colour laminated formaldehyde free moisture resistant MDF board density ≥700 kg/m³, E1 formaldehyde emission compliant, conforming to ANSI A208.2 / EN 622-5 for bottom, top, vertical /side supports, shelves & shutter etc., 6mm thick both side laminated MDF for back of cabinet's including approved Pvc edge banding all around expose surface, rough wood framing where required, glue, nail, soft-close SS304 concealed hinges, telescopic drawer slides, handles, adjustable shelf supports, locks (where required), and all fixing screws of approved quality. etc., all wood works treated with anti termite solution etc., complete in all respect as per drawing, specification and direction of the Engineer. NOTE: Only Front/Face area (Length X Height) will be measured for the payment. | NSI | ||||
| 282 | Floor mounted cabinets | Sft | 3300 | 3500 | 11550000 | |
| 283 | Wall mounted cabinets | Sft | 3300 | 3000 | 9900000 | |
| 284 | Providing, making & fixing in position 1-1/2" thick solid core Wood polymer composite (WPC) finish flush door shutters including frame & beading both sides, with or without vision panel 6mm clear glass, complete in all respect as per engineering standards, specifications, drawings and entirely satisfaction of the Engineer. (Note: Cost of Ironmongery such as Tower bolts, Locks, Handles, kick & push plate etc. paid in Separate item.) | Sft | 240 | 3500 | NSI | 840000 |
| 285 | Aluminum and Glass Door | |||||
| 286 | Frame Less Glass Door | |||||
| 287 | Providing, fabricating and fixing in position frame less Glass door comprising of 12 mm thick clear fully tempered safety glass complying with ASTM C1048, EN 12150, or equivalent with polished edges and factory-fabricated holes/cut-outs complete in all respect as per drawing, standard, specifications and direction of the Engineer. Note: Cost of Ironmongery such as patch fittings, floor spring , Locks, long Handles etc. paid in Separate item as per hardware schedule. | NSI | ||||
| 288 | Type-1 (Single Leaf ) | Sft | 100 | 3500 | 350000 | |
| 289 | Type-2 (Double Leaf ) | Sft | 1500 | 4000 | 6000000 | |
| 290 | Aluminum Frame Door | |||||
| 291 | Providing, fabricating, and fixing in position aluminium frame door comprising approved colour anodized premium quality aluminium sections 100 mm × 50 mm × 2 mm thick, conforming to Alloy 6063‑T5 and complying with ASTM B221 or EN 755 standards, using Prime, Chawla, or approved equivalent sections; fitted with 8 mm thick clear tempered safety glass from Gunj Glass, Tariq Glass Industries, or approved equivalent cofirming to ASTM C1048 or EN 12150, fixed with EPDM/Neoprene gaskets, frame securely anchored to RCC/CC structure; all accessories and fixing screws in aluminium or SS304/SS316, including polished edges & all cut-outs completed before tempering, approved weatherproof silicone sealant to all external junctions between structure, wooden packing, and frame to ensure water‑ and wind‑proof seal; complete at any floor or height, including all labour, materials, and as per drawings, specifications, and directions of the Engineer. NOTE: Contractor to submit the shop drawing without any additional charges for approval prior initiate the work. Cost of Ironmongery such as hinges, Locks, long Handles, door closer etc. paid in Separate item as per hardware schedule. | NSI | ||||
| 292 | Type-3 (Double Leaf ) | Sft | 1600 | 2500 | 4000000 | |
| 293 | DOOR HARDWARE/IRON MONGERY | |||||
| 294 | Wooden Door | |||||
| 295 | H1 Mortise lock with lever (Two-way Key), door closer (hold open), door stoper (floor type) and heavy duty ball bearing hinges. All items in SS black finish detail as under. | Set | 200 | 59550 | NSI | 11910000 |
| 296 | Mortise lock; 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 297 | Cylinder for Mortise lock; TD5 series patented half cylinder, euro profile 45 mm length. 5 spring loaded anti-pick pins.15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated (keys. Nickel plated finish. Master keyed) | |||||
| 298 | Lever handle Lever handle solid 120mm or119 mm length, 64 mm height and 27mm or 19 mm ø. of approved shape or as approved by the Architect. fixing with brass insert. Fixing screws included. Stainless steel black finish. AISI304 stainless steel. | |||||
| 299 | Door closer (hold open); Overhead Door Closer with V arm, Valve with Adjustable Sweep Speed, Reversible, Second Valve for latch Speed Adjustment, Back Check Valve, Suitable for Door Weights Upto 80kg and up to 1,10m width. Certified to EN 1154. | |||||
| 300 | Door stoper (floor type); 45 mm diameter half-dome floor stop. Lateral rubber protection. Fixing screws and rubber plugs included. Black Stainless steel finish. | |||||
| 301 | Hinges Double ball bearing butt hinge,102x76x3 mm (4"x3") black Stainless steel AISI304. Suitable for fire rated doors. CE certified according to EN-1935, tested to 200,000 cycles. | |||||
| 302 | H2 Mortise lock with lever (One-way Key+ Thumb turn inside), door closer (hold open), door stoper (floor type) and heavy duty ball bearing hinges. All items in SS black finish detail as under.. | Nos | 99 | 59550 | 5895450 | |
| 303 | Mortise lock; 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 304 | Cylinder for Mortise lock, Thumb turn euro profile; TD5 series patented half cylinder (single/Double), thumbturn euro profile 35x35 mm length. 5 spring loaded anti-pick pins . 15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated keys. Nickel plated finish. Masterkeyed. | |||||
| 305 | Lever handle Lever handle solid 120mm or119 mm length, 64 mm height and 27mm or 19 mm ø. of approved shape or as approved by the Architect. fixing with brass insert. Fixing screws included. Stainless steel black finish. AISI304 stainless steel. | |||||
| 306 | Door closer (hold open); Overhead Door Closer with V arm, Valve with Adjustable Sweep Speed, Reversible, Second Valve for latch Speed Adjustment, Back Check Valve, Suitable for Door Weights Upto 80kg and up to 1,10m width. Certified to EN 1154. | |||||
| 307 | Door stoper (floor type); 45 mm diameter half-dome floor stop. Lateral rubber protection. Fixing screws and rubber plugs included. Black Stainless steel finish. | |||||
| 308 | Hinges Double ball bearing butt hinge,102x76x3 mm (4"x3") Stainless steel AISI304. Suitable for fire rated doors. CE certified according to EN-1935, tested to 200,000 cycles. | |||||
| 309 | H2A Push Plate (outside), Pull handle (inside), latch (inside), door stoper (floor type) and heavy duty ball bearing hinges. All items in SS black finish detail as under. | Nos | 12 | 18312.5 | 219750 | |
| 310 | Push Plate (outside); SS 304 black finish with maching screw, 4" x 12" x 1.5mm thick | |||||
| 311 | Pull handle (inside); SS 304 black finish with maching screw, 4" x 12" x 1.5mm thick, 2" projected, 1" dia and 6" long | |||||
| 312 | Latch; SS 304 black finish with matching screw 150mm long, 15 to 20mm hook bolt, tested with 100,000 cycle as per ANSI/BHMA A156.14 or equivalent standards | |||||
| 313 | Hinges Double ball bearing butt hinge,102x76x3 mm (4"x3") Stainless steel AISI304. Suitable for fire rated doors. CE certified according to EN-1935, tested to 200,000 cycles. | |||||
| 314 | H3 48" Long pull / push handle, dead lock (two-way key), floor mounted door closer (hold open). All items in SS black finish detail as under | Nos | 33 | 59987.5 | 1979588 | |
| 315 | 48" Long pull / push handle; SS 3041-1/4" (32mm) dia or rectangle tubular bar with 1.5mm thick wall thickness, mounting holes 36" (914mm) C/C. | |||||
| 316 | Dead lock (two-way key); 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 317 | Cylinder for Dead lock; double cylinder, euro profile 45 mm length. 5 spring loaded anti-pick pins.15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated (keys. Nickel plated finish. Master keyed) | |||||
| 318 | Door closer (hold open); Overhead Door Closer with V arm, Valve with Adjustable Sweep Speed, Reversible, Second Valve for latch Speed Adjustment, Back Check Valve, Suitable for Door Weights Upto 80kg and up to 1,10m width. Certified to EN 1154. | |||||
| 319 | H4 48" Long pull / push handle, dead lock (one-way key+ thumb turn inside), floor mounted door closer (hold open). All items in SS black finish. | Nos | 54 | 59987.5 | 3239325 | |
| 320 | 48" Long pull / push handle; SS 3041-1/4" (32mm) dia or rectangle tubular bar with 1.5mm thick wall thickness, mounting holes 36" (914mm) C/C, | |||||
| 321 | Dead lock (two-way key); 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 322 | Cylinder for Dead lock; double cylinder, euro profile 45 mm length. 5 spring loaded anti-pick pins.15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated (keys. Nickel plated finish. Master keyed) | |||||
| 323 | Door closer (hold open); Overhead Door Closer with V arm, Valve with Adjustable Sweep Speed, Reversible, Second Valve for latch Speed Adjustment, Back Check Valve, Suitable for Door Weights Upto 80kg and up to 1,10m width. Certified to EN 1154. | |||||
| 324 | H5 Inside Lock with push button, outside magnetic lock with access system, door closer (hold open), door stoper (floor type) and heavy duty ball bearing hinges. All items in SS black finish. | Nos | 26 | 47112.5 | 1224925 | |
| 325 | Electro agnetic lock; UL 294 (U.S.) – Access control and security signaling equipmen, UL 1034 / 1076 (varies by device type) – Sometimes relevant depending on the lock/strike and whether it’s classified under different categories by the listing, NFPA 101 (Life Safety Code) – Fire/life safety requirements for doors and egress | |||||
| 326 | Door closer (hold open); Overhead Door Closer with V arm, Valve with Adjustable Sweep Speed, Reversible, Second Valve for latch Speed Adjustment, Back Check Valve, Suitable for Door Weights Upto 80kg and up to 1,10m width. Certified to EN 1154. | |||||
| 327 | Door stoper (floor type); 45 mm diameter half-dome floor stop. Lateral rubber protection. Fixing screws and rubber plugs included. Black Stainless steel finish. | |||||
| 328 | Hinges Double ball bearing butt hinge,102x76x3 mm (4"x3") Stainless steel AISI304. Suitable for fire rated doors. CE certified according to EN-1935, tested to 200,000 cycles. | |||||
| 329 | H6 Mortise lock with lever(Two-way Key), Double acting (two way) spring hinges (heavy duty), door stoper (floor type) and concealed bolt. All items in SS black finish. | Nos | 1 | 32262.5 | 32263 | |
| 330 | Mortise lock; 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 331 | Cylinder for Mortise lock; TD5 series patented half cylinder, euro profile 45 mm length. 5 spring loaded anti-pick pins.15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated (keys. Nickel plated finish. Master keyed) | |||||
| 332 | Double acting (two way) spring hinges (heavy duty); Spring hinges, SS304 black colour finish, size 100 × 75 mm, adjustable spring tension complete with all fixing accessories.Tested in accordance with ANSI/BHMA A156.17 minimum 500,000 operating cycles | |||||
| 333 | Door stoper (floor type); 45 mm diameter half-dome floor stop. Lateral rubber protection. Fixing screws and rubber plugs included. Black Stainless steel finish. | |||||
| 334 | Concealed Bolt; SS 304, 8" long with 100dia bolt, lever-action, mortised concealed type, omplete with dust-proof strike plate and fixing screws. | |||||
| 335 | Glass Door | |||||
| 336 | H7 48" long SS Door handles (inside & outside), floor mounted door closer (hold open), patch fitting & locks at bottom (Two-way Key).All items in SS black finish. | Nos | 17 | 150062.5 | 2551063 | |
| 337 | 48" Long pull / push handle; SS 3041-1/4" (32mm) dia or rectangle tubular bar with 1.5mm thick wall thickness, mounting holes 36" (914mm) C/C, complete set | |||||
| 338 | patch fitting (Top & Bottom) Top patch fitting; Top centred arm for floor spring for double action doors. Spindle centreline at 55-65 mm, with +/- 3 mm adjustment. Designed to fit with 7645 Floor Spring. Valid for 8-12 mm glass thickness. Matte Stainless Steel black finish Bottom patch fitting; Bottom centred arm for floor spring for double action doors. Spindle centreline at 55-65 mm, with +/- 3 mm adjustment. Designed to fit with 7645 Floor Spring. Valid for 8-12 mm glass thickness. Matte Stainless Steel black finish | |||||
| 339 | Floor Hinges, Certified according to EN-1154 and suitable for heavy duty doors according to EN-1634, tested to 1.00.000 cycles under UL standards, Grade 1, as per Warrington Certifire Certificate of Approval No. CF5530. Stainless Steel finish | |||||
| 340 | Lock for glass door; for floor or ceiling. For euro profile cylinders. Strike included. AISI304 stainless steel black finish. | |||||
| 341 | H8 48" long SS Door handles (inside & outside), floor mounted door closer (hold open), patch fitting & Inside Lock with push button, outside magnetic lock with access system All items in SS black finish. | Nos | 18 | 150062.5 | 2701125 | |
| 342 | 48" Long pull / push handle; SS 3041-1/4" (32mm) dia or rectangle tubular bar with 1.5mm thick wall thickness, mounting holes 36" (914mm) C/C, complete set | |||||
| 343 | patch fitting (Top & Bottom) Top patch fitting; Top centred arm for floor spring for double action doors. Spindle centreline at 55-65 mm, with +/- 3 mm adjustment. Designed to fit with 7645 Floor Spring. Valid for 8-12 mm glass thickness. Matte Stainless Steel black finish Bottom patch fitting; Bottom centred arm for floor spring for double action doors. Spindle centreline at 55-65 mm, with +/- 3 mm adjustment. Designed to fit with 7645 Floor Spring. Valid for 8-12 mm glass thickness. Matte Stainless Steel black finish | |||||
| 344 | Floor Hinges, Certified according to EN-1154 and suitable for heavy duty doors according to EN-1634, tested to 1.00.000 cycles under UL standards, Grade 1, as per Warrington Certifire Certificate of Approval No. CF5530. Stainless Steel finish | |||||
| 345 | Lock for glass door; for floor or ceiling. For euro profile cylinders. Strike included. AISI304 stainless steel black finish. | |||||
| 346 | H9 48" long SS Door handles (inside & outside),, floor mounted door closer (hold open) and Lock (Two-way Key) All items in SS black finish. | Nos | 32 | 136812.5 | 4378000 | |
| 347 | 48" Long pull / push handle; SS 3041-1/4" (32mm) dia or rectangle tubular bar with 1.5mm thick wall thickness, mounting holes 36" (914mm) C/C, complete set | |||||
| 348 | Door closer ;overhead door closer body, suitable for doors up to 120 kg weight and 140 cm width. Reversible. Continuous size adjustment EN2-6. Closing speed, latching speed and backcheck adjustable valves. Double internal safety valve. To be combined with link arm or rail guide. Certified according to EN-1154 and suitable for heavy duty fire rated doors according to EN-1634, tested to 2.000.000 cycles under UL standards, Grade 1. Fire rated 120 min for Timber Door and 240 min for Steel Door as per Warrington Certifire Certificate of Approval No. CF5530. Stainless Steel finish. | |||||
| 349 | Deadlock for glass door; for floor or ceiling. For euro profile cylinders. Strike included. AISI304 stainless steel black finish. | |||||
| 350 | MS Steel Door | |||||
| 351 | H11 Mortise lock with lever (Two-way Key), door closer (hold open), door stoper (floor type) and heavy duty ball bearing hinges. All items in SS black finish. | Nos | 26 | 59550 | 1548300 | |
| 352 | Mortise lock; 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 353 | Cylinder for Mortise lock; TD5 series patented half cylinder, euro profile 45 mm length. 5 spring loaded anti-pick pins.15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated (keys. Nickel plated finish. Master keyed) | |||||
| 354 | Door closer (hold open); Overhead Door Closer with V arm, Valve with Adjustable Sweep Speed, Reversible, Second Valve for latch Speed Adjustment, Back Check Valve, Suitable for Door Weights Upto 80kg and up to 1,10m width. Certified to EN 1154. | |||||
| 355 | Door stoper (floor type); 45 mm diameter half-dome floor stop. Lateral rubber protection. Fixing screws and rubber plugs included. Black Stainless steel finish. | |||||
| 356 | Hinges Double ball bearing butt hinge,102x76x3 mm (4"x3") black Stainless steel AISI304. Suitable for fire rated doors. CE certified according to EN-1935, tested to 200,000 cycles. | |||||
| 357 | H12 Mortise lock with lever, (One-way Key+ Thumb turn inside), door closer (hold open), door stoper (floor type) and heavy duty ball bearing hinges. All items in SS black finish. | Nos | 2 | 59550 | 119100 | |
| 358 | Mortise lock; 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 359 | Cylinder for Mortise lock, Thumb turn euro profile; TD5 series patented half cylinder (single/Double), thumbturn euro profile 35x35 mm length. 5 spring loaded anti-pick pins . 15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated keys. Nickel plated finish. Masterkeyed. | |||||
| 360 | Door closer (hold open); Overhead Door Closer with V arm, Valve with Adjustable Sweep Speed, Reversible, Second Valve for latch Speed Adjustment, Back Check Valve, Suitable for Door Weights Upto 80kg and up to 1,10m width. Certified to EN 1154. | |||||
| 361 | Door stoper (floor type); 45 mm diameter half-dome floor stop. Lateral rubber protection. Fixing screws and rubber plugs included. Black Stainless steel finish. | |||||
| 362 | Hinges Double ball bearing butt hinge,102x76x3 mm (4"x3") black Stainless steel AISI304. Suitable for fire rated doors. CE certified according to EN-1935, tested to 200,000 cycles. | |||||
| 363 | H13 Mortise lock with lever, (Two-way Key), sliding bolt, heavy duty door closer, door stoper (floor type) and heavy duty ball bearing hinges. | Nos | 4 | 59550 | 238200 | |
| 364 | Mortise lock; 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 365 | Cylinder for Mortise lock; TD5 series patented half cylinder, euro profile 45 mm length. 5 spring loaded anti-pick pins.15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated (keys. Nickel plated finish. Master keyed) | |||||
| 366 | Door closer (hold open); Overhead Door Closer with V arm, Valve with Adjustable Sweep Speed, Reversible, Second Valve for latch Speed Adjustment, Back Check Valve, Suitable for Door Weights Upto 80kg and up to 1,10m width. Certified to EN 1154. | |||||
| 367 | Door stoper (floor type); 45 mm diameter half-dome floor stop. Lateral rubber protection. Fixing screws and rubber plugs included. Black Stainless steel finish. | |||||
| 368 | Hinges Double ball bearing butt hinge,102x76x3 mm (4"x3") black Stainless steel AISI304. Suitable for fire rated doors. CE certified according to EN-1935, tested to 200,000 cycles. | |||||
| 369 | H14 Mortise lock with lever, (Two-way Key), sliding bolts, bifold and heavy duty ball bearing hinges. | Nos | 2 | 59550 | 119100 | |
| 370 | Mortise lock; 50 mm backset and 85 mm between axes. 8 mm follower. Reversible latch bolt. Operated by an euro profile 15 mm cam cylinder. CE certified according to EN-12209 and NCH345, tested to 300.000 opening and closing cycles. Rectangular. | |||||
| 371 | Cylinder for Mortise lock; TD5 series patented half cylinder, euro profile 45 mm length. 5 spring loaded anti-pick pins.15 mm cam. Certified according to EN-1303. Supplied with 3 patented sawn brass nickel plated (keys. Nickel plated finish. Master keyed) | |||||
| 372 | Sliding Bolts; 12" long sliding bolts as per drawings | |||||
| 373 | Hinges Double ball bearing butt hinge,102x76x3 mm (4"x3") black Stainless steel AISI304. Suitable for fire rated doors. CE certified according to EN-1935, tested to 200,000 cycles. | |||||
| 374 | INTERNAL FLOOR FINISHES | |||||
| 375 | Marble Flooring | |||||
| 376 | Providing and laying approved premium "A grade pre-polished approved imported & local marble slab and tiles flooring. The tiles free from cracks, open veins, repairs, excessive colour variation, imported from instructed origin and to be procured from an approved supplier. The installation process includes laying the tiles over 1-1/2" thick cement-sand mortar 1:2 ratio using grey cement and screened sand,1/4" thick neat white slurry of polymer-modified stone adhesive (class C2TES or approved equivalent), ensuring jointing, washing and grouting with approved epoxy based grouting material, applying approved sealer as per instruction, Additional tasks such as cutting, cleaning, curing, and any other required steps are part of the comprehensive installation process. at any Floor any height. complete in all respect as per drawings, specifications and directions of the Engineer. NOTE: 1- Approved mock-up and sample panels before procurement with out any additional cost. | NSI | ||||
| 377 | i) Imported Marble Slab 48" x 72" x 3/4" thick | Sft | 5750 | 3800 | 21850000 | |
| 378 | ii) Imported Marble slab 36" x 72" x 3/4" thick | Sft | 20750 | 3800 | 78850000 | |
| 379 | i) Local Marble Slab 48" x 72" x 3/4" thick | Sft | 5750 | 2850 | 16387500 | |
| 380 | ii) Local Marble slab 36" x 72" x 3/4" thick | Sft | 20750 | 2850 | 59137500 | |
| 381 | Raised Access Flooring | |||||
| 382 | Providing, laying, and fixing complete Calcium Sulphate raised access floor system comprising 600 mm × 600 mm × 32 mm thick panels with ESD PVC tile top cover, aluminum sheet bottom cover, ABS edge band, and minimum panel weight not less than 8.5 kg/panel, of approved make and colour. Panels shall conform to EN 12825 performance requirements, tested for Concentrated Load, Uniformly Distributed Load (UDL), Rolling Load, Ultimate Load, and Safety Factor in accordance with CISCA, PSA MOB PF2, or EN 12825. Flooring system shall be fire‑rated in accordance with EN 13501‑1 (Class A2‑s1,d0 or equivalent) and ASTM E84. Installation shall be carried out on height‑adjustable galvanized steel pedestals with die‑cast/aluminium heads, steel stringers (where required), base plates, and approved pedestal adhesive or mechanical fixing, conforming to ASTM A653/A123 galvanization standards. Panels shall be installed over 38 mm (avg.) thick 1:4 leveled screed bedding mortar (paid separately under NSI Flooring Subhead). at any floor or height, complete in all respect as per drawings, specifications, and directions of the Engineer. Contractor shall submit the Shop drawing (without any cost) before start of work . | Sft | 500 | 7000 | NSI | 3500000 |
| 383 | Porcelain Tile Flooring | |||||
| 384 | Providing and laying glazed (polished) porcelain tile (A-grade quality tile), measuring as mentioned below, laid in pattern using spacer up to 2mm thick. The tiles to be procured from an approved make and colour. The installation process includes laying the tiles over 1-1/2" thick cement-sand mortar 1:2 ratio & 1/4" thick slurry of polymer-modified stone adhesive comprising C2TES1/C2TES2 or equivalent, ensuring jointing, washing and grouting with approved epoxy based grouting material, Additional tasks such as cutting, cleaning, curing, and any other required steps are part of the comprehensive installation process. at any floor any height. complete in all respect as per drawings, specifications and directions of the Engineer. | NSI | ||||
| 385 | Glazed Porcelain tiles 30" x 60" x 1/2" thick (FLOOR TYPE - FL 04) | Sft | 16500 | 1000 | 16500000 | |
| 386 | Glazed Porcelain tiles 24" x 48" x 1/2" thick (FLOOR TYPE - FL 15) | Sft | 10500 | 700 | 7350000 | |
| 387 | Epoxy Flooring (FLOOR TYPE - FL 19) | |||||
| 388 | Providing and applying epoxy flooring comprising of 3mm thick (DFT) self levelling approved colour epoxy flooring over PCC flooring, from approved manufacturer's or approved equivalent including & over one coat of primer, mechanical surface Preparation by usung grinding, shot blasting, repair of cracks/voids and applying approved seal top coating etc., at any floor & any height, complete in all respect as per engineering standards, specifications and entirely satisfaction of the Engineer. | Sft | 1090 | 450 | NSI | 490500 |
| 389 | Solvent-free, heavy-duty epoxy flooring (FLOOR TYPE - FL 20) | |||||
| 390 | Provide and apply a solvent-free, heavy-duty epoxy flooring 2.5mm thick system of approved manufecturer over PCC flooring, comprising of three-component, solvent-free epoxy flooring comprising epoxy resin, compatible graded aggregates including two-component, low-viscosity, solvent-free epoxy primer as per ASTAM D1475, comprehansive strength as per ASTM D695 including surface prepration etc, at any floor & any height, complete in all respect as per engineering standards, specifications and entirely satisfaction of the Engineer. | Sft | 16300 | 350 | NSI | 5705000 |
| 391 | EPDM Rubber Flooring (FL-03) | |||||
| 392 | Providing and laying EPDM rubber interlocking flooring system 20mm thick of approved make, size and color for tensile strength, impact resistance, and shock absorption. Flooring shall be installed with approved bonding agent/adhesive, complete with all required underlay, edge trims, and accessories. Work shall be executed in full compliance with approved drawings, standards, and specifications, and/or as directed by the Engineer, complete in all respects. | Sft | 800 | 550 | NSI | 440000 |
| 393 | Power float with & without fishbone grooves. | |||||
| 394 | Applying power floating including making fishboan grooves over PCC concrete flooring (Item # 7.1 of PWD) on ramp, driveway, parking and or where required (at any floor & any height), laid in approved size panels as per drawing, including compacting, leveling, finishing and curing etc., complete in all respects as per drawing, standard, specifications and directed by the Engineer. | NSI | ||||
| 395 | i) Power float with fishbone grooves. (FLOOR TYPE - FL 20A) | Sft | 14500 | 175 | 2537500 | |
| 396 | ii) Power float without fishbone grooves. (FLOOR TYPE - FL 20B) | Sft | 100000 | 150 | 15000000 | |
| 397 | Flame Torch Finished Granite Flooring | |||||
| 398 | Providing and laying local approved Flame granite tiles flooring. The tiles to be procured from an approved supplier. The installation process includes laying the tiles with 2mm to 3mm wide approved spacer, over 1-1/2" thick cement-sand mortar 1:2 ratio using grey cement and screened sand, 1/4" thick slurry of polymer-modified stone adhesive comprising C2TES1/C2TES2 or equivalent, ensuring jointing, washing and grouting with approved epoxy based grouting material, Additional tasks such as cutting, cleaning, curing, and any other required steps are part of the comprehensive installation process. at any Floor any height. complete in all respect as per drawings, specifications and directions of the Engineer. | NSI | ||||
| 399 | a) Local approved Flame granite 24" x 48" x 3/4" thick pre-polished (FLOOR TYPE - FL 10) | Sft | 7250 | 2700 | 19575000 | |
| 400 | b) Local approved Flame granite 24" x 24" x 3/4" thick pre-polished (FLOOR TYPE - FL 11) | Sft | 5650 | 2250 | 12712500 | |
| 401 | PCC Edge Kerb Cast in SITU | |||||
| 402 | Providing, casting, finishing and curing cast in-situ plain cement concrete edge kerb, 6" wide & 7" high (or as shown on drawings), using 21Mpa or 3000 Psi cylendrical strength concrete, with fair-face smooth finish achieved by using approved steel shuttering/formwork, true to line, level, profile and curvature, including supply, erection and removal of shuttering on exposed faces, proper compaction by mechanical vibration, finishing arrises neatly, curing for minimum 7 days, complete in all respects as per drawings, specifications and Engineer’s approval. Rate to include all materials, labour, plant, placing, finishing, formwork, joints where required, and incidentals. Measured per linear running ft (Rft). | Rft | 9500 | 850 | NSI | 8075000 |
| 403 | VERTICAL CIRCULATION /STAIRCASE FINISHES | |||||
| 404 | Flame Torch Finished Granite Steps | |||||
| 405 | Providing and laying local approved Flame granite slab/tiles steps including three non slip groove on each tread, fill the grooves with carborundum powder and epoxy mixed, round edge etc. The tiles to be procured from an approved supplier. The installation process includes laying the tiles over 1-1/2" thick cement-sand mortar 1:2 ratio using grey cement and screened sand, 1/4" thick slurry of polymer-modified stone adhesive comprising C2TES1/C2TES2 or equivalent, ensuring jointing, washing and grouting with approved epoxy based grouting material, Additional tasks such as cutting, cleaning, curing, and any other required steps are part of the comprehensive installation process. at any Floor any height. complete in all respect as per drawings, specifications and directions of the Engineer. | NSI | ||||
| 406 | i) Staircase # 01and 02 | |||||
| 407 | a) Flame Torch Finished Stair Treads/Steps Up to 4'-6" x 1'-0" x 3/4" thick with with grove and bullnozing. (FLOOR TYPE - FL 09) | Sft | 15130 | 2200 | 33286000 | |
| 408 | b) Stair Riser Pre-polished Up to 4'-0" x 0'-7" x 1/2" thick | Sft | 7565 | 1500 | 11347500 | |
| 409 | c) Stair Landing Flame Torch Finished 1'-0" x 2'-0" x 3/4" thick | Sft | 8400 | 2200 | 18480000 | |
| 410 | d) Skirting Pre-polished 1'-0" x 0'-6" x 1/2" thick as per profile | Sft | 5600 | 1200 | 6720000 | |
| 411 | ii) Staircase # 03 and 04 | |||||
| 412 | a) Flame Torch Finished Stair Treads/Steps 6'-0" x 1'-0" x 3/4" thick with with grove and bullnozing. | Sft | 250 | 2500 | 625000 | |
| 413 | b) Flame Torch Finished Stair Treads/Steps 7'-0" x 1'-0" x 3/4" thick with with grove and bullnozing. | Sft | 70 | 2500 | 175000 | |
| 414 | c) Stair Landing Flame Torch Finished 1'-0" x 2'-0" x 3/4" thick | Sft | 100 | 2200 | 220000 | |
| 415 | Staircase Railing | |||||
| 416 | Floor Mounted SS Railing | |||||
| 417 | Providing, welding (using TIG – Gas Tungsten Arc Welding), fabricating, and fixing in position floor‑mounted stainless steel railing of SS 304 grade, comprising 2" dia (50 mm) × 16 SWG wall thickness top handrail, 1‑1/2" dia (38 mm) × 16 SWG wall thickness balustrade on every alternate step welded to handrail, and three (3 Nos.) 1/2" dia × 16 SWG horizontal bracing members at intermediate height, as shown in drawings. Railing shall include SS base plates, anchor bolts, covering caps, and all required hardware as approved, drilling and grouting with non‑shrink grout material of approved make, all accessories and fixing screws in SS 304, TIG welding to ensure clean, precise, and corrosion‑resistant joints; silicone sealant applied where required. Work shall be executed at any floor or height, complete in all respects, in accordance with drawings, specifications, and directions of the Engineer. | Rft | 1500 | 5000 | NSI | 7500000 |
| 418 | Wall Mounted SS Railing | |||||
| 419 | Providing, TIG welding (Gas Tungsten Arc Welding), fabricating, and fixing in position wall‑mounted stainless steel railing of SS 304 grade, comprising 2" dia (50 mm) × 16 SWG wall thickness handrail, with 1/2" dia × 16 SWG wall thickness support below handrail fixed with SS plate 4" dia × 3 mm thick, including SS base plates, anchor bolts, covering caps, and all required hardware as approved, drilling and grouting with non‑shrink grout material of approved make, all accessories and fixing screws in SS 304, TIG welding to ensure clean, precise, and corrosion‑resistant joints, silicone sealant applied where required. Work shall be executed at any floor or height, complete in all respects, in accordance with drawings, specifications, and directions of the Engineer. | Rft | 2000 | 3000 | NSI | 6000000 |
| 420 | INTERNAL WALL FINISHES | |||||
| 421 | Aluminum Shadow Gap Skirting | |||||
| 422 | Providing, cutting and fixing Aluminum Shadow Gap Skirting 4"(100mm) high of approved make & color on wall. The installation process includes fixing the approved shadow gap strip with approved screwed, ensuring jointing as per standard etc, Additional tasks such as cutting, cleaning and any other required steps are part of the comprehensive installation process at any floor & any height etc., complete in all respect and as per drawings, specifications and directions of the Engineer. (SK-04) | Rft | 800 | 3000 | NSI | 2400000 |
| 423 | Aluminum Skirting Providing and fixing approved colour aluminum skirting 4"(100mm) high of approved profile, size, and colour with smooth surface finish. Installation shall be carried out using galvanized steel or approved fixing accessories, including anchors, screws, clips, and where specified. Joints shall be aligned, mitred, and finished neatly to ensure uniformity. Work shall include all required hardware and accessories, cutting, edge finishing, cleaning, and protection of installed surfaces. Execution shall be at any floor level or height, complete in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Rft | 800 | 650 | NSI | 520000 |
| 424 | PVC Vinyl Tiles Skirting | |||||
| 425 | Providing, cutting and fixing homogeneous PVC vinyl sheet Skirting 3" high skirting of approved make & color on wall. The installation process includes fixing solution & all necessary required hardware's. Additional tasks such as cutting, cleaning and any other required steps are part of the comprehensive installation process at any floor & any height etc., complete in all respect and as per drawings, specifications and directions of the Engineer. (SK-02) | Rft | 3000 | 1400 | NSI | 4200000 |
| 426 | INTERNAL CELING FINISHES | |||||
| 427 | Gypsum Board Suspended Ceiling | |||||
| 428 | Providing, fabricating and installing gypsum board suspended ceiling system, comprising 4'-0" × 8'-0" × 12.5 mm (½") thick gypsum boards conforming to ASTM C1396 and ASTM C1264, with fire performance tested to ASTM E119/EN 1364‑2, of approved manufacturer. Ceiling shall include borders, bulkheads, cove lights, pelmets, and other architectural features as shown in drawings. Installation shall be carried out on a galvanized steel suspension system comprising runners, cross “T” sections, perimeter angles, threaded hanger rods with 6mm dia (M6), clips, and accessories, conforming to ASTM C645 / ASTM C754 or EN 14195, with minimum steel thickness and galvanization as specified. All joints shall be treated with approved jointing tape and compound to achieve seamless finish, including screw head filling, sanding, and crack prevention. Ceiling shall incorporate cut‑outs for light fixtures and design features, and be finished with one coat of primer and three coats of approved acrylic emulsion paint, with surface preparation including putty filling. Work shall be executed at any floor level or height, complete in all respects, in accordance with approved drawings, relevant standards, specifications, and directions of the Engineer. (CEILING TYPE - CL 01) | Sft | 145000 | 500 | NSI | 72500000 |
| 429 | Laminated Mineral Fiber tiles Suspended Ceiling | |||||
| 430 | Providing, fabricating, and installing mineral fiber lay‑in tile Suspended ceiling system, comprising 600 mm × 600 mm × 12.5 mm thick mineral fiber tiles conforming to ASTM E1264 and ASTM E1477, with anti‑bacterial coating tested to Class 100 US FED STD 209 or equivalent cleanroom standard. Tiles shall be moisture‑resistant and fire‑rated to EN 13501‑1 (Class A2‑s1,d0 or equivalent). Installation shall be carried out on a galvanized steel suspension system comprising main runners, cross “T” sections, perimeter angles, threaded hanger rods, clips, and accessories, conforming to ASTM C635 (metal suspension systems) and ASTM C636 (installation methods). All joints shall be aligned to achieve seamless grid finish; cut‑outs shall be provided for light fixtures, diffusers, and other design features. Work shall include all required hardware, fixing arrangements, drilling, and grouting with approved non‑shrink grout material. Execution shall be complete at any floor or height, in accordance with approved drawings, relevant standards, specifications, and directions of the Engineer. (CEILING TYPE - CL 02) | Sft | 1500 | 400 | NSI | 600000 |
| 431 | Moisture Resistant Gypsum Board Suspended Ceiling | |||||
| 432 | Providing, fabricating, and installing moisture‑resistant gypsum board suspended ceiling and border, comprising gypsum boards of cut edge Type H conforming to TS EN 520 +A1 (4'-0" × 8'-0" × 12.5 mm thick), of approved manufacturer list. Boards shall be moisture‑resistant and fire‑rated, tested to ASTM E119 / EN 1364‑2 for fire performance. Ceiling shall include borders, bulkheads, cove lights, pelmets, and other architectural features as shown in drawings. Installation shall be carried out on a galvanized steel suspension system comprising runners, cross “T” sections, perimeter angles, threaded hanger rods, clips, and accessories, conforming to ASTM C645 / ASTM C754 or EN 14195, with minimum steel thickness and galvanization as specified. All joints shall be treated with approved jointing tape and compound to achieve seamless finish, including screw head filling, sanding, and crack prevention. Ceiling shall incorporate cut‑outs for light fixtures and design features, and be finished with one coat of primer and three coats of approved acrylic emulsion paint, with surface preparation including putty filling. Work shall be executed at any floor level or height, complete in all respects, in accordance with approved drawings, relevant standards, specifications, and directions of the Engineer. (CEILING TYPE - CL 03) | Sft | 6500 | 700 | NSI | 4550000 |
| 433 | Mineral Fiber tiles Suspended Ceiling | |||||
| 434 | Providing, fabricating, and installing mineral fiber lay‑in tile Suspended ceiling system, comprising 600 mm × 600 mm × 12 mm thick mineral fiber tiles conforming to ASTM E1264 and ASTM E1477, with moisture resistance and fire performance tested to EN 13501‑1 (Class A2‑s1,d0 or equivalent). Tiles shall be factory‑finished with anti‑bacterial coating where specified. Installation shall be carried out on a galvanized steel suspension system comprising main runners, cross “T” sections, perimeter angles, threaded hanger rods, clips, and accessories, conforming to ASTM C635 and ASTM C636, with minimum steel thickness and galvanization as specified. All joints shall be aligned to achieve seamless grid finish; cut‑outs shall be provided for light fixtures, diffusers, and other design features. Work shall include all required hardware, fixing arrangements, drilling, and grouting with approved non‑shrink grout material. Execution shall be complete at any floor or height, in accordance with approved drawings, relevant standards, specifications, and directions of the Engineer. (CEILING TYPE - CL 04) | Sft | 24000 | 400 | NSI | 9600000 |
| 435 | ROOF FINISHES/TREATMEANT | |||||
| 436 | Providing and laying roof finishes/ treatment (Moisture & Thermal control) consisting of followings as per drawing & detail, standards, specifications, manufacturer's recommendations and directed by the Engineer at any height & any floor complete in all respect. | NSI | ||||
| 437 | Accessible Roof finishes | |||||
| 438 | Water proofing | |||||
| 439 | Provide and apply cementitious membrane AQUAFIN 2K/M water proofing over concrete slabs of roof including returning 300mm high all around the area/parapet wall complete as per manufacturer's specifications and to the entire satisfaction of the Engineer. | NSI | ||||
| 440 | (Level +89'-0", +261'-0"and 312'-9") | Sft | 16500 | 185 | 3052500 | |
| 441 | Water Proof membrane | |||||
| 442 | Provide and apply waterproofing membrane horizontal surface on roof Plastomat PA 4000, 4mm thick of HY-GRIP or approved equivalent including primer coating overlapping levelling screed etc. complete as per instruction / recommendation of manufacturer's, specifications and entire satisfaction of the Engineer. | NSI | ||||
| 443 | (Level +89'-0", +261'-0"and 312'-9") | Sft | 16500 | 185 | 3052500 | |
| 444 | Roof Insulation | |||||
| 445 | Providing & laying in position 2"(50mm) thick Diamond jumbolon-Board from Diamond Foam or approved equivalent having density 35kg/cum, over above levelling screed with rebated edge as per manufacturer's specifications, instruction & as shown in the drawing etc., complete in all respects as per drawings, specification and as directed by the Engineer. | NSI | ||||
| 446 | (Level +89'-0", +261'-0"and 312'-9") | Sft | 16500 | 350 | 5775000 | |
| 447 | Inaccessible Roof finishes | |||||
| 448 | Water proofing | |||||
| 449 | Provide and apply cementitious membrane AQUAFIN 2K/M water proofing over concrete slabs of roof including returning 300mm high all around the area/parapet wall complete as per manufacturer's specifications and to the entire satisfaction of the Engineer. | NSI | ||||
| 450 | (Level +334'-6" and +329'-6") | Sft | 4000 | 185 | 740000 | |
| 451 | Roof Insulation | |||||
| 452 | Providing & laying in position 2"(50mm) thick Diamond jumbolon-Board from Diamond Foam or approved equivalent having density 35kg/cum, over above levelling screed with rebated edge as per manufacturer's specifications, instruction & as shown in the drawing etc., complete in all respects as per drawings, specification and as directed by the Engineer. | NSI | ||||
| 453 | (Level +334'-6" and +329'-6") | Sft | 4000 | 350 | 1400000 | |
| 454 | Water Proof membrane | |||||
| 455 | Provide and apply waterproofing membrane horizontal surface on roof Plastomat PG 4000, 4mm thick of HY-GRIP or approved equivalent including primer coating overlapping over reinforced screed. complete as per instruction / recommendation of manufacturer's, specifications and entire satisfaction of the Engineer. | NSI | ||||
| 456 | (Level +334'-6" and +329'-6") | Sft | 4000 | 185 | 740000 | |
| 457 | Reinforcement Bars for Screeding | |||||
| 458 | Providing and laying deformed steel reinforcement bars with and including the cost of straightening, removing twists, cutting, bending, binding, welding wastage, overlaps as are not shown in drawings and placing the steel in position, typing with binding wire complete including cost of binding wire and cement concrete 1:2:4 spacers etc, complete in all respects as per drawings, specification and as directed by the Engineer. | Kg | 3000 | 350 | 1050000 | |
| 459 | EXTERNAL WALL FINISHES (BUILDING) | |||||
| 460 | Cementitious Water proofing Coating | |||||
| 461 | Provide and apply cementitious membrane AQUAFIN 2K/M / BASF / SIKA or equivalent approved water proofing over RCC concrete slabs and walls of any wet area e.g. Baths, terrace at any height in any floor etc. complete as per manufacturer's specifications and to the entire satisfaction of the Engineer. | Sft | 120000 | 200 | NSI | 24000000 |
| 462 | Decorative Plaster | |||||
| 463 | Providing and applying decorative Plaster 6mm to 8mm thick as per ASTM C926-22 of approved brand as per approved manufecturer list over rough cast plaster, comprising of cementitious binder, fine aggregate & special additives with approved colour shade as per instruction of manufacturer including scaffolding etc.,. All decorative Plaster finish to smooth flat in true level, line in plumb, maintain v-groove edges, dimension as mentioned & curing at any floor & any height in etc., complete in all respects and as per drawings, specifications and directions of the Engineer. | Sft | 51000 | 350 | NSI | 17850000 |
| 464 | Breathable Water repellent | |||||
| 465 | Providing & applying breathable water repellent over external decorative plaster not less than 2 coats comprising of silane and siloxane based mixture as per BS 3003 serve as high quality general-purpose water repellents impregnation agents permanently protect decorative Plaster/concrete against moisture and microorganisms etc as per approved manufecturer list including scaffolding etc., at any floor & any height as per instruction of manufacturer, etc., complete in all respect, as per drawings, specifications and or as directed by the Engineer/ consultant. | Sft | 51000 | 150 | NSI | 7650000 |
| 466 | PARKING AREA ACCESSORIES | |||||
| 467 | Column Guard | |||||
| 468 | Providing, fabrication & installation of MS Column Guards 2'-4" high, comprising of 2" dia x 3.2mm thick thick vertical pipe 2 nos filled with concrete, 2" dia x 3.2mmthick horizontal pipe welded with vertical pipe on two level @ 6" interval, to protection of columns corner, 8" x 8"x 5mm thick base plate with 4-holes in each plate welded with vertical pipe and fixed on basement slab by drilling & grouting, using shear bolts & approved epoxy for grouting, applying three coat of yellow colour glossy enamel paint including & over a coat of red oxide paint etc., complete in all respect specification and to the entire satisfaction of the Engineer. NOTE: Only top horizontal pipe will be measured for the payment. | NSI | ||||
| 469 | Same as above using 2" dia pipe 3-nos vertical pipe instead of 2 nos vertical pipe | Rft | 100 | 6000 | 600000 | |
| 470 | Same as above using 2" dia pipe 4-nos vertical pipe instead of 2 nos vertical pipe | Rft | 100 | 7500 | 750000 | |
| 471 | Same as above using 2" dia pipe 6-nos vertical pipe instead of 2 nos vertical pipe | Rft | 200 | 9000 | 1800000 | |
| 472 | Wheel Stopper | |||||
| 473 | Providing & fixing reflective tape molded wheel stopper comprising of rubber wheel stopper 24"x 5" x 4" high as approved from POLYCRAFT (Pvt ) Limited or approved equivalent including fixing accessories in basement or where required complete as per manufacturer's specifications and to the entire satisfaction of the Engineer. | Each | 310 | 4000 | NSI | 1240000 |
| 474 | Rubber Speed Hump/Breaker | |||||
| 475 | Providing and fixing reflective rubber speed hump/road breaker, including end caps, manufactured from high‑strength recycled or virgin rubber, resistant to UV radiation, oil, grease, water, abrasion, and vehicular impact, with thermal resistance from +120 °C to –12 °C. Modules shall be anti‑skid, interlocking, middle section size 20" × 15" × 2" high and end cap size 7" × 15" × 2" high, fitted with integrated yellow reflective inserts/cat‑eye reflectors or high‑intensity reflective tape suitable for indoor and outdoor use. Installation shall include galvanized or stainless steel anchor bolts of minimum diameter and embedment depth, fixed into RCC/CC pavement using galvanized or stainless steel anchor bolts as per approved fixing system with non‑shrink grout. Work shall be complete in all respects, including alignment, drilling, fixing hardware/accessories, and as per approved manufacturer’s specifications and directions of the Engineer. | Rft | 200 | 4500 | NSI | 900000 |
| 476 | Convex Mirror | |||||
| 477 | Providing erection & installation 32" dia Convex Mirror consisting of Convex Mirror with stainless steel covering plate, pipes and other required accessories fixed on turning point and suitable locations for traffic drive way, fixing arrangement as per standard etc. complete in all respect, as per drawings, specifications and instructions of the Engineer. | Each | 8 | 150000 | NSI | 1200000 |
| 478 | Pavement Marking with Thermoplastic Paint | |||||
| 479 | Providing and applying Pavement Marking Reflective thermoplastic paint of approved make as specified locations etc. complete in all respect, as per drawings, specifications and instructions of the Engineer.(at any height in any floor) | NSI | ||||
| 480 | Yellow paint 5" Wide | Rft | 7500 | 150 | 1125000 | |
| 481 | White paint 5" Wide | Rft | 7500 | 150 | 1125000 | |
| 482 | For Special persons | Each | 8 | 2500 | 20000 | |
| 483 | Straight Arrow 10'-0" x 1'-0" | Each | 60 | 2500 | 150000 | |
| 484 | One Side Turning Arrow 10'-0" x 1'-0" | Each | 16 | 2500 | 40000 | |
| 485 | Mid Line Markings | Rft | 600 | 100 | 60000 | |
| 486 | Charging Station Marks | Each | 20 | 2500 | 50000 | |
| 487 | INTERIOR WORKS | |||||
| 488 | A) Schedule Items | |||||
| 489 | INTETRIOR CEILING FINISHES | |||||
| 490 | Providing, fabricating, fixing as per finishing schedule and attached drawing complete in all respect and as entire satisfaction The Architect/consultant. | |||||
| 491 | PlasticEmulsion Paint | |||||
| 492 | 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 . | Sft | 238300 | 87.581 | Code #122 Item # 162 | 20870552.3 |
| 493 | B) Non Schedule Items | |||||
| 494 | INTERNAL FLOOR FINISHES | |||||
| 495 | FL-05 (LAMINATED WOOD 48" x 8") Providing and laying 8 mm thick laminated wood flooring panels of size 1220 × 200 mm (48" × 8"), manufactured from high‑density fibreboard (HDF) core with decorative wood veneer surface, conforming to EN 13329 / ASTM standards. Panels shall be factory‑finished with approved polish finish (matt/satin/gloss) and UV‑resistant protective coating. Flooring shall be installed over approved underlay (foam or acoustic layer) to absorb impact and reduce sound transmission. Installation shall be carried out using click‑lock or tongue‑and‑groove system, with spacers to maintain expansion joints as per manufacturer’s recommendations. Work shall include cutting, edge finishing, cleaning, and provision of all required accessories such as trims, transition profiles, end caps, and adhesives where specified. Execution shall be at any floor level, complete in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 11440 | 600 | NSI | 6864000 |
| 496 | FL-06 (CARPET TILE 2'X2') Providing and laying of modular carpet tiles 50cm x 50cm / 25cm x 100cm. made with 100% Nylon, Multi-level loop, commercial - Heavy duty, ASTM E 648 Class I Flammability, Smoke density ASTM E 662 Less than 450 & static propensity passed at AATCC-134 ≤3.5kV, high density, wear resistant, stain resistant, color fade resistant, Mix-Bac® backing system, 15 years warranty, limited to health product declared, environmental quality declared EPD Approved, leed and sustainability certified manufacturer, Green Label and Green Label Plus certification, installation adhesive restricted to imported tackifier products, VOC-free, non-harmful for health, durable with approved color and pattern, provide facility to quick ship import as per project deadlines, i/c cost of tools, wastage, labor etc. complete according to drawings, specifications and instructions of architect / engineer in charge. | Sft | 46950 | 1200 | NSI | 56340000 |
| 497 | FL-07 (EPDM Rubberized Floor 8MM thick) Providing and laying EPDM rubber floor in roll form 8mm thick of approved make, size and color for tensile strength, impact resistance, and shock absorption. Flooring shall be installed with approved bonding agent/adhesive, complete with all required underlay (not less than 6mm), edge trims, and accessories. Work shall be executed in full compliance with approved drawings, standards, and specifications, and/or as directed by the Engineer, complete in all respects. | Sft | 1850 | 1400 | NSI | 2590000 |
| 498 | FL-12 (CARPET ROLL 4' WIDE) PRAYER AREA CARPET Providing and laying carpet roll, 4' wide, of approved make, colour, and texture, suitable for prayer area application, manufactured from high-quality synthetic or blended fibre with anti-static, fire-retardant, and stain-resistant properties, conforming to ASTM/EN standards, fixed on prepared floor surface using approved adhesive or underlay system, including cutting, edge finishing, fitting around columns, ducts, and outlets, surface preparation, cleaning, and protection of finished flooring, executed to true line, level, and plumb, complete in all respects as per approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Sft | 4440 | 2100 | NSI | 9324000 |
| 499 | COUNTER TOP Providing, laying, and fixing pre-polished bull-nosed (half-round / “D”) granite of 20 mm thickness, with a minimum slab length of 1500 mm in a single piece, for use as a countertop in pantry areas or other designated locations. The work includes provision of a 40 mm thick RCC slab beneath the granite top, cutting and chiseling of RCC/CC members as required, and fixing with polymer-modified stone adhesive. Installation shall incorporate stainless steel dowels/brackets where necessary, using the approved bedding method, and executed strictly in accordance with the stone manufacturer’s recommendations. The work shall be completed at any height or floor level, in all respects, as per drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 715 | 2700 | NSI | 1930500 |
| 500 | INTETRIOR WALL FINISHES | |||||
| 501 | WL-01 PLY WOOD PASTED ON 1/2" THK. CEMENT BOARD POLISH FINISH Providing and fixing commercial-grade plywood of BWP/BWR type, conforming to BS 1088 / IS 710 (or equivalent), laminated over 12 mm (½") thick fibre cement board conforming to ASTM C1186 or EN 12467. The assembly shall be polish-finished and installed on hot-dip galvanized GI framing of approved section and thickness, with galvanization coating, anchorage, bracing, and installation carried out strictly in accordance with approved shop drawings. The finish shall include application of approved wood stain followed by clear polyurethane (PU) or melamine protective coating, with sealer and minimum required number of coats, in specified sheen (matt / satin / gloss). Work shall be executed at any height or floor level, complete in all respects as per drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 4790 | 1175 | NSI | 5628250 |
| 502 | LAMINATED SHEET AND TACTILE SHEET Providing and fixing approved-grade & shade laminated sheet and tactile 16mm thick with GI frame over cement board partition including approved Pvc lipping, installation carried out strictly in accordance with approved shop drawings. Work shall be executed at any height or floor level, complete in all respects as per drawings, standards, specifications, and directed by the Engineer. | NSI | ||||
| 503 | a) WL- 02 ( Glossed Laminated sheet approved shade) | Sft | 1340 | 700 | 938000 | |
| 504 | b) WL-06 (High Glossed Laminated approved Marble pattern finish) | Sft | 2640 | 850 | 2244000 | |
| 505 | c) WL-24 (Matt tactile approved Marble pattern finish) | Sft | 4750 | 600 | 2850000 | |
| 506 | d) WL-28 (Laminated sheet green marble patterm) | Sft | 2200 | 3500 | 7700000 | |
| 507 | e) WL-34 (12mm thick Laminated sheet marble patterm) | Sft | 50 | 750 | 37500 | |
| 508 | WPC FLUTED PANEL Providing and fixing high-density WPC panels in matt finish, conforming to the manufacturer’s specifications, Panels shall be installed on GI frame /masonry wall and pasted over cement board partition wall etc, approved section with specified fixing anchor, Work shall be executed at any height or floor level, complete in all respects as per drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 200 | 3350 | NSI | 670000 |
| 509 | a) WL-03 (Up to122mm x 21mm thick in approved Dark finish & profile) | Sft | 200 | 3350 | 670000 | |
| 510 | b) WL-04 (Up to122mm x 21mm thick in approved White finish & profile) | Sft | 200 | 3350 | 670000 | |
| 511 | c) WL-05 (Up to122mm x 12mm thick in approved finish & profile) | Sft | 360 | 3488 | 1255680 | |
| 512 | d) WL-20 (Up to122mm x 12mm thick in approved finish & profile) | Sft | 100 | 5000 | 500000 | |
| 513 | WL-08 WOODEN RAFTERS POLISH FINISH Providing and fixing wooden rafters fabricated from Grade-A seasoned Ash wood 1-1/2" x 3" free from decay. Rafters shall be installed using MS brackets of powder colour coated, anchor bolts and screws etc, as per connection details, surface finishing shall include approved wood stain (Polish), sealer. Work shall be completed at any height or floor level, in all respects as per drawings, standards, specifications, and/or as directed by the Engineer. | Rft | 1120 | 350 | NSI | 392000 |
| 514 | WL-10 PORCELAIN TILE 8'x4' MATT FINISH BATHROOMS Providing, fabricating, and installing matt finish porcelain tiles 2400 × 1200 mm/(8'-0" × 4'-0"), A-grade quality, in approved colour/shade and pattern, conforming to EN/ISO standards, fixed on wall surfaces includes laying the tiles over 3/4" thick cement-sand mortar 1:2 ratio & 1/4" thick slurry of polymer-modified stone adhesive comprising C2TES1/C2TES2 or equivalent, ensuring jointing, washing and grouting with approved epoxy based grouting material, Additional tasks such as cutting, cleaning, curing, and any other required steps are part of the comprehensive installation process. at any floor any height. complete in all respect as per drawings, specifications and directions of the Engineer. | Sft | 3990 | 3000 | NSI | 11970000 |
| 515 | WALL PAPER Providing and fixing/pasting approved wallpaper, applied over cement board partition and msonry wall Grasscloth wallpaper shall be of approved roll width, colour, texture etc. Additional works shall include surface prepration with filling putti, at any floor & anyr height, complete in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 18690 | 500 | NSI | 9345000 |
| 516 | a) WL-11 Grass cloth wall Paper over proposed 12mm thick cement board partition Top & Bottom Lit with approved GI framing | Sft | 18690 | 500 | 9345000 | |
| 517 | b) WL-18 Dark shade Grass cloth wall Paper over msonry wall | Sft | 280 | 500 | 140000 | |
| 518 | c) WL-19 Approved shade Grass cloth wall Paper over msonry wall | Sft | 1160 | 500 | 580000 | |
| 519 | d) WL-26 Approved shade texture shade wall Paper over msonry wall | Sft | 2090 | 200 | 418000 | |
| 520 | e) WL-29 Approved shade texture shade wall Paper over msonry wall | Sft | 620 | 700 | 434000 | |
| 521 | f) WL-33 Approved shade wall Paper over msonry wall | Sft | 430 | 700 | 301000 | |
| 522 | WL-12 (ACRYLIC SIGNAGE) Providing, fabricating and installing acrylic signage of approved colour 6mm thick sheet, design & size as per drawing using high-quality acrylic sheets conforming to relevant ASTM/BS/EN standards, including laser cutting, edge finishing, complete with stainless steel approved colour studs, and anchors etc, bonded with approved adhesive, surface preparation, alignment in true line, level at any floor level or height, complete in all respects as per approved drawings, manufacturer’s specifications, standards, and/or as directed by the Engineer. | Sft | 540 | 1200 | NSI | 648000 |
| 523 | WL-13 DECORATIVE TEXTURE PAINT Providing and applying decorative texture paint of approved shade on plastered wall over and includung one coat of primer. Surface preparation shall include filling depressions with putty, rubbing, sanding and cleaning etc. Application shall be carried out at any floor & anyr height, complete in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 7250 | 200 | NSI | 1450000 |
| 524 | WL-14 CEMENT BOARD WALL. PAINT FINISH Providing and fixing 12 mm/ (½") thick fibre cement board conforming to ASTM C1186 or EN 12467, installed on GI framing comprising C-studs and U-tracks of approved section size, minimum steel thickness 0.55–0.75 mm (or as approved), Fixing shall be carried out with approved anchors, screws, and accessories, maintaining specified spacing and installation details. Joints shall be treated with approved joint tape and compound, including screw head filling. Work shall be executed at any floor & any height, complete in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 7200 | 1150 | NSI | 8280000 |
| 525 | BOOK MATCH MARBLE PATTERN PORCELAIN TILE (8'-0" x 4'-0") WITH CEMENT BOARD BACKING Providing and fixing approved marble pattern porcelain tile cladding using 2400 × 1200 mm/(8'-0" × 4'-0"), tile shall be backed with 12 mm (½") moisture-resistant grade fibre cement board with GI framing, with & without back lit. The installation process includes laying the tiles over 1/4" thick slurry of polymer-modified stone adhesive comprising C2TES1/C2TES2 or equivalent, ensuring jointing, washing and grouting with approved epoxy based grouting material and edge covered with approved metal trim Additional tasks such as cutting, cleaning, curing, and any other required steps are part of the comprehensive installation process. at any floor any height. complete in all respect as per drawings, specifications and directions of the Engineer. | NSI | ||||
| 526 | a) WL-15 (Book match marble patter tile) | Sft | 750 | 2300 | 1725000 | |
| 527 | b) WL-17 (Book match marble patter tile with backlit) | Sft | 160 | 2000 | 320000 | |
| 528 | CARBON FIBER VENEER PASTED ON WALLS & CEILING. Providing and fixing carbon fiber veneer sheets, comprising of 5mm thick approved colour carbon fiber veneer sheets bonded with silicone adhesive over plastered surface and accessories, installation shall be executed at any floor & any height, complete in all respects as per drawings, standards, specifications, and directed by the Engineer. | Sft | 840 | 7000 | NSI | 5880000 |
| 529 | a) WL-16 (Only on Wall & Cloumn) | Sft | 840 | 7000 | 5880000 | |
| 530 | b) WL-27 (Only on Wall & ceiling) | Sft | 120 | 8500 | 1020000 | |
| 531 | WL-21 1"/25mm THICK MDF SHEET LASER CUT WITH PAINT FINISH. Providing and fixing 1"/25 mm thick MDF formaldehyde sheet having density 700 kg/m³ including laser cut of approved latter/design with approved colour acrylic paint over & including one coat of primer, Installation shall be carried out on with approved anchors, screws, spacing as per fixing details All required hardware and accessories shall be incuded. Work shall be executed at any floor & any height, complete in all respects as per approved drawings, standards, specifications and as directed by the Engineer. | Sft | 60 | 1000 | NSI | 60000 |
| 532 | WL-22 MIRROR PASTED OVER APPROVED FRAMING SYSTEM Providing and fixing 6 mm thick copper‑free silver mirror with safety backing film, distortion‑free quality, Mirrors shall be installed over 12mm thick cement board cladding fixed with G.I framing system, mirror to be fixed with approved silicon, surrounding cover stain finished black colour SS304 frame 1-1/2" x 2" . Work shall be executed at any floor & any height, complete in all respects as per approved drawings, standards, specifications and directed by the Engineer. | Sft | 260 | 2150 | NSI | 559000 |
| 533 | WL-23 MS MESH WALL WITH LATTERING & BACK LIT Providing and making MS Mesh wall comprising of approved colour powder coating MS mesh panels welded over 1" x 1" x 1/8" thick Ms tube framing system, MS Sheet lattering as per drawing, Installation shall be carried out on wall with 4" x4" 1/4" thick MS sheet base plate anchor with approved anchoring system and accessories, ensuring proper joint detailing, spacing, and alignment. Work shall be executed at any floor & any height, complete in all respects as per approved drawings, standards, specifications, and directed by the Engineer. | Sft | 50 | 1400 | NSI | 70000 |
| 534 | WL-25 MARBLE RUNNER ON TOP EDGES. Providing and fixing marble runner comprising of 24"/600mm x48"/1200 mm x 3/4" thick, fixed in approved pattern using spacers up to 2 mm to maintain uniform joints. Marble tile shall be procured from approved manufacturer in specified colour/shade. Installation shall be carried out on wall surfaces using C2 polymer‑modified tile adhesive (or equivalent) suitable for porcelain and marble cladding, with joints filled using compatible grout as recommended by the adhesive manufacturer. Work shall include all associated tasks such as cutting, edge finishing, cleaning, curing, and protection of finished surfaces. Execution shall be at any floor level or height, complete in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 600 | 600 | NSI | 360000 |
| 535 | WL-30 DRY CLADDING (TRAVERTINE STONE) Providing, fabricating, and installing dry-clad travertine stone panels of approved shade, upto 10Sft, 3/4"/20mm thickness, and shade, conforming to ASTM/EN standards, fixed on wall surfaces using mechanical cladding system comprising stainless steel anchors, kerfs, dowels, brackets and supported hardware, ensuring proper load transfer and thermal movement allowance, including cutting, edge finishing, joint treatment, expansion joints, and sealing where required, executed with scaffolding, alignment, and installation to true line, level, and plumb, complete with all accessories and fixing arrangements, at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Sft | 14950 | 2500 | NSI | 37375000 |
| 536 | WL-31 8MM TEMPERED BLACK TINTED GLASS CLADDING ON WALLS Providing and fixing 8 mm thick tempered black tinted glass cladding on wall, column or where required, conforming to ASTM C1048, EN 12150, or equivalent. Glass panels shall be distortion‑free, with polished edges and safety performance. Installation shall be executed using stainless steel stand‑off fittings in SS304 grade, Fixing shall include stud diameter, spacing, anchor bolts, and layout details in accordance with approved shop drawings. All required hardware and accessories. Work shall be completed at any floor level or height, in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 12450 | 2000 | NSI | 24900000 |
| 537 | WL-32 POWDER COATED CNC CUT M.S SCREEN Providing and fixing approved powder coating CNC‑cut metal panels with MS framing system 2" x"x1/8" thick with approved anchoring. Installation shall be carried out on wall surfaces framing, anchors, screws, and accessories, ensuring proper joint detailing, spacing, and alignment. All required hardware and accessories shall be provided. Work shall be executed at any floor level or height, complete in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Sft | 470 | 1850 | NSI | 869500 |
| 538 | WL-36 DECORATIVE PLASTER Providing and applying 6 mm thick decorative plaster, pigmented and of approved make (e.g., Ressi Plastored 110 from RESSICHEM or equivalent), with or without comb finish, applied over rough-cast plaster. The work shall include formation of grooves, drip courses, jambs, bends, corners, and recesses, as well as hacking of uneven concrete surfaces to ensure proper bonding. Execution shall involve scaffolding, curing, and finishing to true line, level, and plumb, carried out at any floor level or height. The work shall be completed in all respects as per approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Sft | 610 | 350 | NSI | 213500 |
| 539 | PVC Molding Providing and fixing PVC molding of approved profile, size, and colour, manufactured from rigid polyvinyl chloride (PVC) compound conforming to relevant ASTM/EN standards. Installation shall be carried out using approved adhasive. Joints shall be aligned, mitred, and finished uniformity. Execution shall be at any floor level or height, complete in all respects as per approved drawings, standards, specifications, and/or as directed by the Engineer. | Rft | 6720 | 350 | NSI | 2352000 |
| 540 | MT-01 (T PROFILE - 1/2" WIDE ALUMINUM - CHROME SILVER) Providing, fabricating, and installing T-profile sections of aluminum, 1/2" wide, finished in chrome silver anodized/polished coating, conforming to ASTM/BS/EN standards for aluminum extrusions, fixed as divider or transition profiles in ceilings, wall panels, or flooring systems as specified, including cutting, edge finishing, stainless steel screws, anchors, adhesive bonding where required, alignment to true line, level, and plumb, complete with all accessories and fixing arrangements, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Rft | 2590 | 850 | NSI | 2201500 |
| 541 | MT-02 (FLAT PROFILE - 1/2" WIDE ALUMINUM - CHROME SILVER) Providing, fabricating, and installing Flat-profile sections of aluminum, 1/2" wide, finished in chrome silver anodized/polished coating, conforming to ASTM/BS/EN standards for aluminum extrusions, fixed as divider or transition profiles in ceilings, wall panels, or flooring systems as specified, including cutting, edge finishing, stainless steel screws, anchors, adhesive bonding where required, alignment to true line, level, and plumb, complete with all accessories and fixing arrangements, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Rft | 140 | 850 | NSI | 119000 |
| 542 | MT-03 (L PROFILE - 1/2" WIDE ALUMINUM - CHROME SILVER) Providing, fabricating, and installing L-profile sections of aluminum, 1/2" wide, finished in chrome silver anodized/polished coating, conforming to ASTM/BS/EN standards for aluminum extrusions, fixed as edge trim, corner protection, or transition profiles in ceilings, wall panels, or flooring systems as specified, including cutting, edge finishing, stainless steel screws, anchors, adhesive bonding where required, alignment to true line, level, and plumb, complete with all accessories and fixing arrangements, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Rft | 100 | 850 | NSI | 85000 |
| 543 | MT-04 (U GROVE PROFILE - 1/4" WIDE ALUMINUM - CHROME BLACK) Providing, fabricating, and installing U-groove profile sections of aluminum, 1/4" wide, finished in chrome black anodized/polished coating, conforming to ASTM/BS/EN standards for aluminum extrusions, fixed as decorative groove, divider, or transition profiles in ceilings, wall panels, or flooring systems as specified, including cutting, edge finishing, stainless steel screws, anchors, adhesive bonding where required, alignment to true line, level, and plumb, complete with all accessories and fixing arrangements, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Rft | 1470 | 1250 | NSI | 1837500 |
| 544 | MT-05 (FLAT PROFILE - 1/2" WIDE ALUMINUM - CHROME SILVER) Providing, fabricating, and installing Flat-profile sections of aluminum, 1/2" wide, finished in chrome silver anodized/polished coating, conforming to ASTM/BS/EN standards for aluminum extrusions, fixed as divider or transition profiles in ceilings, wall panels, or flooring systems as specified, including cutting, edge finishing, stainless steel screws, anchors, adhesive bonding where required, alignment to true line, level, and plumb, complete with all accessories and fixing arrangements, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Rft | 550 | 850 | NSI | 467500 |
| 545 | MT-06 (FLAT PROFILE 1" WIDE ALUMINUM - CHROME BLACK) Providing, fabricating, and installing Flat-profile sections of aluminum, 1" wide, finished in chrome black anodized/polished coating, conforming to ASTM/BS/EN standards for aluminum extrusions, fixed as divider or transition profiles in ceilings, wall panels, or flooring systems as specified, including cutting, edge finishing, stainless steel screws, anchors, adhesive bonding where required, alignment to true line, level, and plumb, complete with all accessories and fixing arrangements, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Rft | 2950 | 1250 | NSI | 3687500 |
| 546 | MT-07 (FLAT PROFILE 3" WIDE ALUMINUM - CHROME SILVER) Providing, fabricating, and installing Flat-profile sections of aluminum, 3" wide, finished in chrome silver anodized/polished coating, conforming to ASTM/BS/EN standards for aluminum extrusions, fixed as divider or transition profiles in ceilings, wall panels, or flooring systems as specified, including cutting, edge finishing, stainless steel screws, anchors, adhesive bonding where required, alignment to true line, level, and plumb, complete with all accessories and fixing arrangements, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Rft | 40 | 1700 | NSI | 68000 |
| 547 | CEMENT BOARD WALL (4" THICK) Providing and constructing 100 mm (4") thick cement board partition wall including insulation comprising double-layer fibre cement boards of approved make conforming to ASTM C1186 / EN 12467, fixed on a complete framing system of GI C-studs and U-tracks, minimum steel thickness 0.55–0.75 mm, hot-dip galvanized to G90/Z275 coating, installed with approved anchors, screws, and accessories, including joint treatment with tape and compound, screw head filling, sanding, and finishing, surface preparation with primer and putty where required, and final finishing with emulsion paint or other specified coating, executed to true line, level, and plumb at any floor level or height, complete in all respects as per approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Sft | 30500 | 1700 | NSI | 51850000 |
| 548 | INTETRIOR CEILING FINISHES | |||||
| 549 | CL-06 (CARBON FIBER VENEER) Providing, fabricating, and installing 5 mm thick carbon fibre veneer sheets, bonded with silicone adhesive to 12.5 mm thick gypsum board conforming to ASTM C1396 / BS EN 520, including specification of board type, manufacturer, and performance requirements. Installation shall be carried out using a GI ceiling suspension system comprising main channels, furring channels, and perimeter angles, with minimum steel thickness as specified, proper suspension spacing, hanger details, and galvanization, all in compliance with ASTM C645 / ASTM C754 or equivalent standards. The work shall include all required hardware and fixing arrangements, cutting and forming openings for light fixtures and other design features, and finishing with three coats of matte enamel paint of approved make and colour shade, applied over one coat of primer, with surface preparation including putty filling as required. Execution shall be completed at any floor level or height, in full conformity with approved drawings, relevant specifications, standards, and/or as directed by the Engineer. | Sft | 2300 | 7000 | NSI | 16100000 |
| 550 | CL-07 (BAYRISOL FABRIC CEILING) Providing, fabricating, and installing Bayrisol PVC/Polyester stretch fabric ceiling system comprising non-flammable vinyl membrane of approved thickness and finish, conforming to EN ISO 9001, EN ISO 14001, EN ISO 50001, EN ISO 45001, EN ISO 11654, EN 14716, and EN 13501-1 fire classification standards, fixed with proprietary perimeter rails in aluminum/PVC profiles, tensioned and installed by heating and stretching method with minimum plenum depth as specified, including accessories such as acoustic backing, luminous integration, light fixtures, diffusers, suspension hardware, stainless steel fasteners, hangers, and fixing arrangements, complete with cutting and forming openings for light fixtures, ducts, sprinklers, and other design features, finished to true line, level, and plumb, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer, complete in all respects. | Sft | 1700 | 9000 | NSI | 15300000 |
| 551 | CL-08 (MDF ROUND CEILING 24", 18" , 12" DIA) Providing, fabricating, and installing modular MDF ceiling panels of approved make and finish, fixed on MS pipe support framework comprising main runners, cross tees, perimeter angles, hangers, and suspension system of specified minimum steel thickness, duly galvanized and conforming to relevant ASTM/BS/EN standards, including all required hardware, fixing arrangements, cutting and forming openings for light fixtures, ducts, sprinklers, and other design features, surface preparation with putty, primer, and finishing coats of approved paint and colour shade, executed to true line, level, and plumb at any floor level or height, complete in all respects as per approved drawings, manufacturer’s specifications, standards, and/or as directed by the Engineer. | Sft | 4000 | 1000 | NSI | 4000000 |
| 552 | WALL PARTITIONS & FIXED GLAZING | |||||
| 553 | FIXED GLAZING Providing and installing fixed glazing system comprising clear/coloured/tinted toughened or laminated glass panels of approved make and thickness (minimum 10–12 mm or as specified), conforming to ASTM C1048 / EN 12150 standards for safety glazing, fixed in aluminum framing system with powder-coated/anodized finish, using EPDM gaskets, silicone sealant, spacers, and stainless steel fasteners, including cutting, edge finishing, joint sealing, cleaning, and protection of installed glazing, executed to true line, level, and plumb at any floor level or height, complete in all respects as per approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Sft | 12520 | 1600 | NSI | 20032000 |
| 554 | GLASS PARTITION WALL LOW HEIGHT Providing and installing low-height glass partition wall comprising toughened/laminated glass panels of approved make and thickness (minimum 8 mm or as specified), conforming to ASTM C1048 / EN 12150 standards for safety glazing, fixed in powder-coated/anodized aluminum framing system with EPDM gaskets, silicone sealant, spacers, and stainless steel fasteners, including cutting, edge finishing, joint sealing, cleaning, and protection of installed partition, executed to true line, level, and plumb at any floor level, complete in all respects as per approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | Sft | 3440 | 1600 | NSI | 5504000 |
| 555 | PHENOLIC CUBICAL PARTITION WALL SYSTEM Providing, fabricating, fixing & Installation Phenolic Partitions wall system in wash room and where required, high-pressure phenolic resin compact laminate conforming to ASTM E84 / EN 438 / EN 13501-1 standards for fire resistance, moisture resistance, and impact durability of approved manufacturer or equivalent including edge trims, all required accessories for framing such as legs, bracket, hinges etc are paid as seaperate item as mentioned below Partitions and doors, of approved colour as per manufacturer's specification up to required height, complete in all respect as per drawing, specifications and entire satisfaction of the Engineer. | NSI | ||||
| 556 | i) Phenolic core Sheet 12mm thick (complete Cubical Partitions wall & Doors) without accessories | Sft | 3200 | 3200 | 10240000 | |
| 557 | ii) SS 304 Cubical Partitions hollow leg 200mm high (SS Stain Finished) with fixing accessories. | Each | 264 | 2500 | 660000 | |
| 558 | iii) SS 304 Wall Bracket (L type) 3mm thick (SS satin finished) | Each | 360 | 500 | 180000 | |
| 559 | iv) SS 304 Wall Bracket (double " L & T" type) 3mm thick (SS satin finished) | Each | 170 | 1600 | 272000 | |
| 560 | iv) SS304 Hinges with cover & screw (SS satin finished) | Each | 198 | 4000 | 792000 | |
| 561 | v) SS304 Indicator Turn Lock (SS satin finished) | Each | 66 | 3200 | 211200 | |
| 562 | vi) SS304 Head Rail (Required length in one piece with out any joint) | Rft | 220 | 350 | 77000 | |
| 563 | vii) SS304 Coat Hook (SS satin finished) | Each | 66 | 1200 | 79200 | |
| 564 | EXTERNAL DEVELOPMENT WORKS | |||||
| 565 | Damp Proof Course (DPC) | |||||
| 566 | Providing and laying 2 inches (51 mm) thick damp proof course with cement concrete 1:2:4 cast in situ using graded screened bajri of 3/4 inch (19 mm) and down gauge mixed with any approved water proofing agent including compacting, curing form work and its removal etc. complete, but excluding the cost of water proofing agent . | Code #108 Item # 03 | ||||
| 567 | i) Boundary Wall | Sft | 400 | 72.215 | 28886 | |
| 568 | ii) Guard Room & Guard Rest Room | Sft | 200 | 72.215 | 14443 | |
| 569 | Pudlo | |||||
| 570 | Extra for using water proofing agent pudlo in item Nos. 1,2 and 3 (quantity to be used as per manufacturer's specification). | Kg | 45 | 233.012 | Code #108 Item # 05 | 10485.54 |
| 571 | Solid Block Masonry Walls. | |||||
| 572 | Providing and laying 1:3:6 cement concrete machine made solid block masonry 4 to 6 inches (102 mm to 152 mm) thick using crushed graded boulders 3/4 inch (19 mm) and down gauge instead of screened bajri, set in cement sand mortar 1:6 instead of lime cement mortar 1:1:6 including scaffolding, raking out Joints and curing etc. complete in ground floor superstructure. | 454.64 | Code #110 Item # 44 + Code #110 Item # 92+ Code #110 Item # 99+ | |||
| 573 | i) Boundary Wall | per Cft | 2345 | 454.64 | 1066130.8 | |
| 574 | ii) Guard & Guard Rest Room | per Cft | 1675 | 454.64 | 761522 | |
| 575 | Rough Cast Cement Plaster | |||||
| 576 | Providing and applying 3/4" (19 mm) thick rough cast cement rendering consisting of 3/8" or 8.6 mm topping of 1:2 (one cement and two mixed graded bajri 3/8" or 8.5 mm and down gauge) and base of 3/8" or 8.5 mm thick rough plaster 1:4 (one cement four sand) in plinth and ground floor including finishing etc. complete . | Code #122 Item # 22 | ||||
| 577 | i) Boundary Wall | Sft | 12500 | 87.23 | 1090375 | |
| 578 | Finishing works of Guard Room & Guard Rest Room | |||||
| 579 | Cement Plaster | |||||
| 580 | 1/2" (13 mm) thick cement plaster 1:6 on walls and columns etc. in basement, plinth, mezzanine and ground floor including making edges, comers, and curing etc., complete. | Code #122 Item # 06 | ||||
| 581 | i) Ceiling | Sft | 1000 | 52.455 | 52455 | |
| 582 | ii) Wall | Sft | 3000 | 52.455 | 157365 | |
| 583 | Distemper | |||||
| 584 | Distempering with vinyle distemper (ICI) Dulux Paintex of approved make and shade in two coats over and including the cost of wall putti, sand papering, dusting, and filling the holes, cracks and inequalities, if any, at any height in any floor. | Code #122 Item # 151 | ||||
| 585 | i) Ceiling | Sft | 1000 | 44.213 | 44213 | |
| 586 | Plastic Emulsion Paint | |||||
| 587 | 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 . | Code #122 Item # 162 | ||||
| 588 | i) Wall | Sft | 3000 | 87.581 | 262743 | |
| 589 | Flooring, Skirting & Dado | |||||
| 590 | Porcelain Tile Flooring including Skirting & Dado | |||||
| 591 | Providing and laying light colour, glazed/non skid vitrified Porcelain tiles (Polished) not exceeding 1600 Sqcm each, (Pak made) on walls and floors, in any floor, laid with dry bond (stile bond) over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per direction of the Engineer incharge. | Code #117 Item # 179 | ||||
| 592 | Glazed Full Body Porcelain Tiles 24" x 24" x 1/2" thick | Sft | 1000 | 468.221 | 468221 | |
| 593 | Roof Finishes/Treatment | |||||
| 594 | PCC Roof Screeding (Flooring) | |||||
| 595 | Providing and laying floors of 3 inches (76 mm) thick 1:2:4 cement concrete using crushed graded boulders 3/4 inch (19 mm) and down gauge instead of screened bajri in ground floor laid in with or without panels including form work, consolidation, finishing, and curing etc. complete. | Code #117 Item # 7+ | ||||
| 596 | i) Guard Room Roof (2-Nos) | Sft | 162 | 124.31 | 20138.22 | |
| 597 | EXTERNAL WALL FINISHES | |||||
| 598 | Cement Plaster | |||||
| 599 | 3/4'' (19 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 | 800 | 69.36 | Code #122 Item # 08 | 55488 |
| 600 | Weather Resistance Paint | |||||
| 601 | 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 | 800 | 57.317 | Code #122 Item # 172 | 45853.6 |
| 602 | CONCRETE TILES PAVERS AND FLOORING | |||||
| 603 | Concrete Pavers | |||||
| 604 | 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) | Code #117 Item # 178 | ||||
| 605 | a) Average strength 7000 psi | per Sft | 15000 | 157.794 | 2366910 | |
| 606 | b) Average strength 5000 psi | per Sft | 5500 | 130.975 | 720362.5 | |
| 607 | Extra for using water proofing agent pudlo in item Nos. 1,2 and 3 (quantity to be used as per manufacturer's specification). | per Kg | 125 | 233.01 | Code #108 Item # 5 | 29126.25 |
| 608 | PCC Flooring | |||||
| 609 | Providing and laying floors of 3 inches (76 mm) thick 1:2:4 cement concrete using screened bajri in ground floor laid in with or without panels including form work, consolidation, finishing, and curing etc. complete. | per Sft | 3000 | 124.319 | Code #117 Item # 7 | 372957 |
| 610 | Kerb Stone | |||||
| 611 | Providing and laying kerb stone 18" x 12" x 6" (457 mm x 305 mm x 152 mm) obtained from approved quarry, chisel dressed on top and sides, laid in cement mortar 1:4 ruled cement pointing in cement mortar 1:3 including cost of excavation and back filling of excavated stuff and its disposal within one chain lead as desired. | Rft | 1800 | 273.98 | Code #127 Item # 113 | 493164 |
| 612 | B) Non Schedule Items | |||||
| 613 | Decorative Plaster | |||||
| 614 | Providing and applying decorative plaster system, 6 mm to 8mm thick, comprising cementitious binder, fine aggregate, and special additives with approved colour & shade as per brand listed in the manufacturer list. The decorative plaster system shall comply relevant ASTM C926-22/BS EN 998‑1and BS EN 13914-1 and BS EN 13914-2 standards for cementitious decorative coatings. Substrate shall be sound, fully cured, clean, dry, and roughened where required, prepared strictly in accordance. Alkali‑resistant fiberglass mesh shall be provided at construction joints, corners, and crack‑prone locations where required, works including number of coats, approved texture/finish, curing, protection, scaffolding, alignment, maintaining v‑groove edges and dimensions as shown, and be executed at any floor or height, complete in all respects, in accordance with approved drawings, specifications, and directions of the Engineer. | NSI | ||||
| 615 | i) Boundary Wall | Sft | 12500 | 350 | 4375000 | |
| 616 | Breathable Water repellent | |||||
| 617 | Providing & applying breathable water repellent over external decorative plaster not less than 2 coats comprising of silane and siloxane based mixture as per BS EN 1504-2 or equivalent standard, serve as high quality general-purpose water repellents impregnation agents permanently protect decorative Plaster/concrete against moisture and microorganisms etc as per approved manufecturer list including scaffolding etc., at any floor & any height as per instruction of manufacturer, etc., complete in all respect, as per drawings, specifications and or as directed by the Engineer/ consultant. | NSI | ||||
| 618 | i) Boundary Wall | Sft | 12498.5 | 150 | 1874775 | |
| 619 | Coping & Cladding On Boundary Wall | |||||
| 620 | Providing and fixing approved pre-polished/honed Sill Batta stone coping & cladding using different sizes & thickness as per drawing for wall & column and where required, fixed with approved design pattern including & over 3/4" thick cement-sand mortar 1:2 ratio using grey cement and screened sand, 1/4" thick slurry of polymer-modified stone adhesive comprising C2TES1/C2TES2 or equivalent, ensuring jointing, washing and grouting with approved epoxy based grouting material, Additional tasks such as cutting, cleaning, curing, and any other required steps are part of the comprehensive installation process. at any Floor any height. complete in all respect as per drawings, specifications and directions of the Engineer. | Sft | 3000 | 850 | NSI | 2550000 |
| 621 | Coping with 1-1/2" thick pre-polished Sill Batta stone Half D-Shape gola and drip course | Sft | 3000 | 850 | 2550000 | |
| 622 | Cladding On Boundary Wall with 24" x12" x3/4" thick pre-polished Sill Batta stone | Sft | 3000 | 850 | 2550000 | |
| 623 | Metal Fence | |||||
| 624 | Providing, fabricating, welding, erecting, and fixing in position MS fence 6' high, using structural steel conforming to ASTM A36 for solid sections and ASTM A500 Grade B/C for hollow sections (or equivalent BS EN 10025 / EN 10219 standards), Fence posts shall be 25 × 25 mm (1" × 1") solid square bar conforming to ASTM A36, with horizontal members of 50 × 50 × 3.2 mm (2" × 2" × 1/8") hollow tubes conforming to ASTM A500 Grade B/C, provided at top, bottom, and vertical sides. Base plates shall be minimum 200 × 200 × 10 mm thick, fabricated from ASTM A36 steel, fixed with anchor bolts of ASTM F1554 Grade 36/55, minimum M16 size, embedded 200 mm in reinforced concrete foundation. Surface preparation & apply 2 coats of approved industrial synthetic enamel paint over 1 one coat of approved zinc-phosphate epoxy primer. Fabrication and welding shall comply with AWS D1.1 or BS EN ISO 3834 / EN 1090, including grinding, weld finishing, and dimensional tolerances. Works shall include excavation, backfilling, reinforced concrete foundations/pedestals/plinth beams with steel reinforcement, bitumen coating for embedded portions, J‑bolt anchoring, accessories, complete in all respects as per drawings, standard, specifications and instruction of the Engineer. | Rft | 400 | 18500 | NSI | 7400000 |
| 625 | MS Gate | |||||
| 626 | Providing, fabricating, welding, erecting, and fixing in position MS gate comprising outer frame of 50 × 50 × 3.2 mm (2" × 2" × 1/8") outer frame of square hollow section conforming to ASTM A500 Grade B/C (or BS EN 10219), with infill members of 25 × 25 mm (1" × 1") solid square bar conforming to ASTM A36 (or BS EN 10025), spaced at 175 mm (7") c/c horizontally. Gate shall include two vertical posts of 150 × 150 × 5 mm (6" × 6" × 5.16 mm) hollow section conforming to ASTM A500 Grade C (or EN 10219), complete with hinges, L‑drops (2 nos), drop bolts/floor bolts (2 nos), heavy‑duty bearing wheels, wheel track fabricated from 75 × 75 × 6 mm (3" × 3" × 1/4") MS angle, and hold‑fasts at 600 mm (24") c/c. Surface preparation & apply 2 coats of approved industrial synthetic enamel paint over 1 one coat of approved zinc-phosphate epoxy primer. Fabrication and welding shall comply with AWS D1.1 – Steel (or BS EN ISO 3834 / EN 1090), including grinding, weld finishing, and dimensional tolerances. Complete in all respects as per drawings, standard, specifications and instruction of the Engineer. | NSI | ||||
| 627 | Main Gate with wheel & wheel track (17'-0" x 7'-0") | Sft | 500 | 3500 | 1750000 | |
| 628 | Gate without wheel & wheel track (6'-0" x 7'-0") | Sft | 150 | 3500 | 525000 | |
| 629 | Metal Louvered | |||||
| 630 | Providing, welding, fabricating and fixing in position MS louvered fixed panels comprising of MS tube 2"x 2"x 12 Swg (50mmx50mmx2.77mm) main frame horizontal & vertical, 14 Swg (2mm) thick MS sheet for louvers @ 1-1/4" center to center as per drawing & design, main frame fixed on wall with hold fast using 9" long hold fast 4 Nos in each sides, shutter fixed with hinges 4 Nos in each sides on the frame, Surface finished with one coat of approved zinc-phosphate epoxy primer & three coats of approved industrial synthetic enamel paint. Installation shall include cutting holes for holdfast, grouting, alignment, and all accessories required for complete fixing, complete in all respects, at any floor and height, in accordance with approved drawings, specifications, and directions of the Engineer. | Sft | 1200 | 2100 | NSI | 2520000 |
| 631 | Steel Structure Shade with Polyacrbonite sheet Roofing | |||||
| 632 | Design, drawing, providing, fabricating, welding, erecting, and installing Steel Structure Shade comprising MS steel columns, beams, and bracing, including anchoring, surface preparation, and protective coating. Structural steel shall conform to ASTM A36 for solid members and ASTM A500 Grade B/C for hollow sections (or equivalent BS EN 10025 / EN 10219 standards), with minimum yield strength ≥ 250 MPa (A36) and ≥ 290–345 MPa (A500). All fabrication and welding shall comply with AWS D1.1 – Steel (or BS EN ISO 3834 / EN 1090), including grinding, weld finishing, and dimensional tolerances. Surface preparation & apply 2 coats of approved industrial synthetic enamel paint over 1 one coat of approved zinc-phosphate epoxy primer as required, Roofing shall be covered with polycarbonate sheet panels over ramp of thickness as approved, UV‑resistant, fire‑retardant, conforming to EN 16153 (or ASTM D3935 for polycarbonate resins, fixed with self‑drilling screws and aluminum flashing profiles. Designed and constructed in accordance with ACI 318, with anchor bolts ASTM F1554 Grade 55, non‑shrink grout, and installation. Complete in all respects as per drawings, standard, specifications and instruction of the Engineer. | Sft | 4100 | 3500 | NSI | 14350000 |
| 633 | STAIRCASE GLASS RAILING | |||||
| 634 | Providing, fabricating, welding & fixing in position Stainless Steel Glass Railing floor moundted 900mm high from FFL with SS grade 304 (IIL or approved), comprising 2" dia SS pipe as hand rail, 10mm thick S.S balustrade welded to handrail, including fixing 10mm thick tempered glass with S.S clamp, 1/4" thick base plate bolted to wall, height and detail as shown in drawing, including all fixing arrangement with SS hardware etc., complete in all respect as per drawing, standard, specifications and direction of the Engineer. | Rft | 100 | 4500 | NSI | 450000 |
| 635 | Finishing works of Guard Room & Guard Rest Room | |||||
| 636 | Flooring, Skirting & Dado | |||||
| 637 | Levelling Screed | |||||
| 638 | Providing & laying 1:4 cement sand mortar levelling screed under tiles or where required at any Floor any height complete in all respect and as per drawings, specifications and directions of the Engineer. | Cft | 100 | 750 | NSI | 75000 |
| 639 | Ceramic Tile Flooring including & Dado | |||||
| 640 | Providing and fixing glazed ceramic tiles measuring 600 × 300 × 10 mm (24" × 12" × 3/8") on floor & wall surfaces, in accordance with the finishing schedule. Tiles shall be fixed using polymer‑modified cementitious tile adhesive conforming to EN 12004 (Class C2TE) or ASTM C482/C627, applied over properly prepared substrate. Joints shall be filled with approved polymer‑modified grout conforming to EN 13888 (CG2) or ASTM C118. Installation shall include proper jointing, alignment, washing, and grouting with manufacturer ‑ recommended material. Additional tasks such as cutting, edge finishing, cleaning, curing, and protection of finished surfaces are part of the comprehensive installation process. Complete in all respects as per specifications & relevant drawings and all works to the satisfaction of the Engineer. | Sft | 350 | 575 | NSI | 201250 |
| 641 | Door Frame, Shutter and Windows | |||||
| 642 | Hollow Core Flush Type Metal Door | |||||
| 643 | Providing, welding, fabricating and fixing in position approved colour powder‑coated MS hollow flush door shutter including frame of 2" x 5" x16 gauge (1.6 mm) MS sections with single rebate 38 mm × 12 mm (1‑1/2" × 1/2"), shutter 38 mm (1‑1/2") thick faced both sides with 20 SWG (0.9 mm) GI sheet conforming to ASTM A653/A653M coating designation, reinforced with “C” channel bracing and cross bracing, filled with honeycomb kraft paper core, with or without vision panel and louvers, including 6 mm clear laminated safety glass fixed with EPDM gasket and metal trim, and all required hardware excluding ironmongery, at any floor and height, in accordance with drawings, specifications, and Engineer’s directions. Note: Cost of ironmongery such as hinges, locks, handles, closers, etc. shall be paid under separate items as per hardware schedule. | NSI | ||||
| 644 | a) Type-1 (Without Vision Panel and louvers) | Sft | 40 | 11400 | 456000 | |
| 645 | b) Type-2 (Without Vision Panel and with louvers) | Sft | 48 | 10100 | 484800 | |
| 646 | c) Type-3 (With Vision Panel and without louvers) | Sft | 24 | 10000 | 240000 | |
| 647 | d) Type-4 (With Vision Panel and louvers) | Sft | 40 | 9000 | 360000 | |
| 648 | Aluminum Fixed Glazing with Openable Windows | |||||
| 649 | Providing, fabricating, and fixing in position double‑glazed sliding aluminum windows, comprising one fixed panel and one openable shutter, manufactured from approved colour anodized premium quality aluminum sections of 100 mm width × 2 mm thickness, conforming to Alloy 6063‑T5 and complying with ASTM B221 or EN 755 extrusion standards, using Prime, Chawla, or equivalent approved sections, securely fixed to RCC/CC structure. Glazing shall consist 6 mm clear laminated safety glass, conforming to ASTM C1172 / EN 14448. Glass shall be sourced from approved local manufacturers (Ghani Glass, Tariq Float, or equivalent) and fitted with EPDM/Neoprene gaskets. All hardware and accessories including hinges, handles, stays, locks, and screws shall be of aluminium or SS304, installed in accordance with manufacturer’s recommendations. Silicone sealant conforming to ASTM C920 / EN ISO 11600 shall be applied to all external junctions between structure, wooden packing, and window frame to ensure water‑ and wind‑proof sealing. Surface treatment shall include anodizing or powder coating as per AAMA 2603/2604 or EN 12206. Installation shall include cutting, drilling, grouting, and all allied works, complete in all respects as per approved drawings, specifications, and directions of the Engineer. | Sft | 72 | 3500 | NSI | 252000 |
| 650 | Roof Finishes/Treatment | |||||
| 651 | Rain Water Spouts | |||||
| 652 | Providing, Making and Fixing in position R.C.C Precast Rain Water spouts (size as shown in drawing)/ 24" x 16" x 2.5", complete in all respect as per drawing, specification and directed by the engineer. | Each | 2 | 7000 | NSI | 14000 |
| 653 | Water proofing | |||||
| 654 | Provide and apply cementitious membrane AQUAFIN 2K/M water proofing over concrete slabs of roof including returning 300mm high all around the area/parapet wall complete as per manufacturer's specifications and to the entire satisfaction of the Engineer. | NSI | ||||
| 655 | Guard Room Roof (2-Nos) | Sft | 150 | 185 | i) | 27750 |
| 656 | Under Concrete Tile & Pavers | Sft | 27750 | 185 | ii) | 5133750 |
| 657 | CONCRETE TILES PAVERS AND FLOORING | |||||
| 658 | Concrete Tiles | |||||
| 659 | Providing, laying and fixing Pre-cast concrete tiles 12" x 12" and 18" x 18", 1-1/2" thick complying with ASTMC936/C936M / BS EN 1339, strength of tiles not less than 3000 psi or approved equivalent, The installation process includes laying the tiles over 1-1/2" thick cement-sand mortar mix 1:2 ratio & 1/4" thick neat cement slurry, ensuring jointing, washing and grouting with approved epoxy based grouting material, Additional tasks such as cutting, cleaning, curing, and any other required steps are part of the comprehensive installation process. The entire work is to be completed precisely as outlined in the provided drawings, specifications, and as directed by the Engineer. | Sft | 7000 | 950 | NSI | 6650000 |
| 660 | Power float with & without fishbone grooves. | |||||
| 661 | Applying power floating including making fishboan grooves over PCC concrete flooring (Item # 13 of CSR) on ramp, driveway, parking and or where required, laid in approved size panels as per drawing, including compacting, leveling, finishing and curing etc., complete in all respects as per drawing, standard, specifications and directed by the Engineer. | |||||
| 662 | i) Power float with fishbone grooves. (FLOOR TYPE - FL 20A) | Sft | 1500 | 175 | 262500 | |
| 663 | ii) Power float without fishbone grooves. (FLOOR TYPE - FL 20B) | Sft | 1500 | 150 | 225000 | |
| 664 | Foam Concrete | |||||
| 665 | Providing & laying Foam concrete over RCC slab or where required, the density of Foam concrete shall not be greater than be 12kn/m3 and should have minimum compressive strength of 7 Mpa at 28 days including cement, pre-formed foam, admixtures, water, batching, pumping, placing, finishing, testing, curing at any height & any floor as per drawing standard specification etc., complete in all respect as per drawings and as directed by the Engineer. | Cft | 10000 | 1000 | NSI | 10000000 |
| 666 | Neoprene Rubber Board | |||||
| 667 | Providing & pasting/fixing10mm thick Neoprene Rubber Board for separating the foam concrete or where required, at any height & any floor as per drawing standard specification etc., complete in all respect as per drawings and as directed by the Engineer. | Rft | 150 | 600 | NSI | 90000 |
| 668 | Pavement Marking with Thermoplastic Paint | |||||
| 669 | Providing and applying pavement marking with hot‑applied thermoplastic paint, conforming to BS EN 1871 & BS EN 1436, with glass beads for retro‑reflectivity as per ASTM D6359/EN 1423. Material shall be high‑strength thermoplastic, resistant to UV radiation, oil, grease, water, abrasion, and vehicular impact, with skid‑resistant and anti‑fade properties. Surface preparation shall include cleaning, drying, and removal of dust, grease, and laitance, substrate shall be sound. Application shall be carried out using approved thermoplastic applicator machine at a temperature of 180–200 °C, with uniform thickness of 2.5–3 mm, applied in two coats (primer + thermoplastic), ensuring proper bonding with pavement. Markings shall be executed as per approved colour shade, executed at any floor level or height, in full compliance with approved drawings, manufacturer’s specifications, relevant standards, and/or as directed by the Engineer. | NSI | ||||
| 670 | Yellow paint 5" Wide | Rft | 7500 | 150 | 1125000 | |
| 671 | White paint 5" Wide | Rft | 7500 | 150 | 1125000 | |
| 672 | For Special persons | Each | 8 | 2500 | 20000 | |
| 673 | Straight Arrow 10'-0" x 1'-0" | Each | 60 | 2500 | 150000 | |
| 674 | One Side Turning Arrow 10'-0" x 1'-0" | Each | 16 | 2500 | 40000 | |
| 675 | Two Sides Turning Arrow 10'-0" x 1'-0" | Each | 10 | 3000 | 30000 | |
| 676 | Mid Line Markings | Rft | 100 | 100 | 10000 | |
| 677 | Rubber Speed Hump/Breaker | |||||
| 678 | Providing and fixing reflective rubber speed hump/road breaker, including end caps, manufactured from high‑strength recycled or virgin rubber, resistant to UV radiation, oil, grease, water, abrasion, and vehicular impact, with thermal resistance from +120 °C to –12 °C. Modules shall be anti‑skid, interlocking, middle section size 20" × 15" × 2" high and end cap size 7" × 15" × 2" high, fitted with integrated yellow reflective inserts/cat‑eye reflectors or high‑intensity reflective tape suitable for indoor and outdoor use. Installation shall include galvanized or stainless steel anchor bolts of minimum diameter and embedment depth, fixed into RCC/CC pavement using galvanized or stainless steel anchor bolts as per approved fixing system with non‑shrink grout. Work shall be complete in all respects, including alignment, drilling, fixing hardware/accessories, and as per approved manufacturer’s specifications and directions of the Engineer. | Rft | 50 | 4500 | NSI | 225000 |
| 679 | Staniless Steel Lettering With Backlight | |||||
| 680 | Providing, making & fixing Staniless steel Lettering with backlight arrangements on entrance wall of Elevation #1 comprising of SS 304, 1.626mm (16 Swg) thick sheet, size of each letter 250mm x 300mm high. The lettering "SECURITIES & EXCHANGE COMMISSION OF PAKISTAN." in capital letters as per drawing including all required fixing accessories & required hardwares, drilling & epoxy grouting, backlight scaffolding & pranches etc., true line & level, plumb. complete in all respect as per drawing, specifications and direction by the Engineer. | Each letter | 39 | 7000 | NSI | 273000 |
| 681 | Wall Mounted sign, Logo with Lettering | |||||
| 682 | Providing, making, and fixing wall‑mounted stainless steel signage/logo with lettering, overall size 6'-0" × 7'-0" (1800 mm × 2100 mm), fabricated from SS304 conforming to ASTM A240, minimum 1.6 mm thick, Satin finish as shown on drawings. Signage letters in upper case “SECP” and Urdu lettering with approved colour engraving and symbols, approved SS threaded studs at 300 mm c/c. Signage shall incorporate IP65/IP67 LED backlighting with approved colour temperature (3000K - 6500K), concealed wiring, installation in accordance with IEC standards and manufacturer’s recommendations. Mounting shall be with SS304 anchor bolts / chemical anchors, epoxy fixing. Specify concealed conduits, waterproof cable joints and weatherproofing suitable for exterior exposure. Submission of shop drawings, font layout, mock‑up, illumination test and manufacturer’s warranty shall be required prior to fabrication and installation. Complete in all respects including all required hardware, drilling, grouting, scaffolding, alignment, line, level, and plumb as per approved drawings, specifications, and directions of the Engineer. | Job | 1 | 300000 | NSI | 300000 |
| 683 | ELECTRICAL WORKS | |||||
| 684 | DRY TYPE POWER TRANSFORMERS | |||||
| 685 | All items under this head to be carried out as per technical specifications and approval, Drawings, relevant BSI /ASTM Standards, IEC regulation, complete in all respect and to the entire satisfaction of the Employer, and as mentioned in General Notes or noted otherwise, Including providing of shop and as built drawings. complete in all respects. | |||||
| 686 | Supply, installation, testing and commissioning of following 11 / 0.4kV, 50 Hz, Dyn11, 3 phase, 4 wire, Dry type Transformer (Alu/Alu) for Indoor use with IP-31 enclosure, including connection with MV cables and Busbars, foundation pad as per manufacturer recommendation, Connection of neutral and body earthing to the provided earthing system and necessary installation accessories etc. as per drawing, specifications, data sheets, complete in all respects including testing at factory Permisses expenditure as mentioned in Clause 8 of specific provision (specification).. | |||||
| 687 | 2000 kVA Dry Type Transformer | No. | 3 | 19426110 | 58278330 | |
| 688 | MEDIUM VOLTAGE SWITCHGEARS | |||||
| 689 | All items under this head to be carried out as per technical specifications and approval, Drawings, relevant BSI /ASTM Standards, IEC regulation, complete in all respect and to the entire satisfaction of the Employer, and as mentioned in General Notes or noted otherwise, Including providing of shop and as built drawings. complete in all respects. | |||||
| 690 | Supply, installation, testing and commissioning of following 11kV Medium Voltage Switchgears, indoor floor standing totally enclosed, dust protected, vermin proof, sheet metal clad cubical type, 3-phase 3-wire 50Hz in free standing design including all accessories with a set of 3-phase insulated 630 Amp copper bus bars, control wiring with cleats and ferrules, earthing bar connecting studs, manual charging handle, cable sockets, designation labels, holding bolts, incoming and outgoing VCBs, disconnect / earth switches and other components as per drawings, specifications and approvals, complete in all respect. | |||||
| 691 | Consumer MV Switchgear 11kV MV Switchgears Panel with 1 No. Incoming 630A VCB and 3 Nos. Outgoing 630A VCBs including Surge Arrestor, earthing switch etc., complete in all respects as per the relevant authority approval and instructions / guidance of the Engineer-in-Charge. | Job. | 1 | 16815400 | 16815400 | |
| 692 | Supply and installation / laying of following Accessories / Signs as per drawings and specifications, including all mounting accessories, complete in all respects. | |||||
| 693 | Supply and laying of 600mm wide, 6mm thick Rubber mat piece to be installed all along MV & LV Switchgears in substation rooms as per requirements, drawings and specifications, including all accessories, complete in all respects. | Rm. | 25 | 57415 | 1435375 | |
| 694 | Supply and installation of Danger Boards, Emergency Signs etc. | No. | 3 | 15070 | 45210 | |
| 695 | L.V SWITCH BOARDS, PFI & DISTRIBUTION BOARDS | |||||
| 696 | LV, PFI & ATS PANELS | |||||
| 697 | Supply, installation, testing and commissioning of following Free Standing Floor Mounted, totally Enclosed, Cubical type, LV Panels, Power Factor Improvement Panels, Bus Coupler and ATS Panels, (Form-2), complete with incoming and outgoing Circuit Breakers ,incoming protective devices as specified on the drawings and single-line diagram, complete with all internal components and accessories as specified and shown on the drawings. complete with termination of incoming and outgoing cables/busbars at the panel, made with 14 SWG sheet metal housing powder coated with approved colour, (As per Form-2 and specifications). Complete in all respects. Note: Necessary inter-connected cable / busbar arrangements between ATS Panels to LV Panel included in the scope with all installation accessories. | |||||
| 698 | MDB with 3 No. 400 kVAR PFI PANELS & 2 No. BUS COUPLER PANELS | No. | 1 | 41387850 | 41387850 | |
| 699 | ATS PANEL-1 | No. | 1 | 11560720 | 11560720 | |
| 700 | ATS PANEL-2 | No. | 1 | 11560720 | 11560720 | |
| 701 | ATS PANEL-3 | No. | 1 | 11560720 | 11560720 | |
| 702 | SUB MAIN DISTRIBUTION BOARDS (SMDB) | |||||
| 703 | Supply, installation, testing and commissioning of following floor mounted Sub Main Distribution Boards (SMDB) (Form-3), with incoming and outgoing circuit breakers and complete with all internal components and accessories as indicated on the SLD and specified. with cable terminations, made with 14 SWG sheet steel metal housing powder coated with approved color (as per specifications), dust protected, vermin proof housing having all the necessary switching & protections, metering/instrumentation as indicated on the Single Line Diagram (SLD) etc. including Pull Boxes and all mounting accessories etc., as per specifications and drawings, complete in all respect. | |||||
| 704 | SMDB-B3 | No. | 1 | 425230 | 425230 | |
| 705 | SMDB-B1 | No. | 1 | 852570 | 852570 | |
| 706 | SMDB-LGF | No. | 1 | 533915 | 533915 | |
| 707 | SMDB-UGF | No. | 1 | 399100 | 399100 | |
| 708 | SMDB-1F | No. | 1 | 399100 | 399100 | |
| 709 | SMDB-2F | No. | 1 | 930200 | 930200 | |
| 710 | SMDB-3F | No. | 1 | 399100 | 399100 | |
| 711 | SMDB-4F | No. | 1 | 375815 | 375815 | |
| 712 | SMDB-5F | No. | 1 | 344760 | 344760 | |
| 713 | SMDB-6F | No. | 1 | 368050 | 368050 | |
| 714 | SMDB-7F | No. | 1 | 425230 | 425230 | |
| 715 | SMDB-8F | No. | 1 | 425230 | 425230 | |
| 716 | SMDB-9F | No. | 1 | 425230 | 425230 | |
| 717 | SMDB-10F | No. | 1 | 425230 | 425230 | |
| 718 | SMDB-11F | No. | 1 | 375815 | 375815 | |
| 719 | SMDB-13F | No. | 1 | 425230 | 425230 | |
| 720 | SMDB-14F | No. | 1 | 425230 | 425230 | |
| 721 | SMDB-15F | No. | 1 | 425230 | 425230 | |
| 722 | SMDB-16F | No. | 1 | 425230 | 425230 | |
| 723 | SMDB-17F | No. | 1 | 425230 | 425230 | |
| 724 | SMDB-18F | No. | 1 | 425230 | 425230 | |
| 725 | SMDB-19F | No. | 1 | 368050 | 368050 | |
| 726 | SMDB-20F | No. | 1 | 425230 | 425230 | |
| 727 | SMDB-21F | No. | 1 | 425230 | 425230 | |
| 728 | SMDB-22F | No. | 1 | 471810 | 471810 | |
| 729 | DISTRIBUTION BOARDS (DB) | |||||
| 730 | Supply, installation, testing and commissioning of following Wall/Flush/floor mounted Distribution Boards (DB), with incoming and outgoing circuit breakers and other components as per SLD with cable terminations, made with 14 SWG sheet steel metal housing powder coated with approved color (as per specifications), dust protected, vermin proof housing having all the necessary switching & protections, energy analyzer etc. including Pull Boxes and all mounting accessories etc., as per specifications and drawings, complete in all respect. | |||||
| 731 | DB-B1-LP | No. | 1 | 261285 | 261285 | |
| 732 | DB-B2-LP | No. | 1 | 245300 | 245300 | |
| 733 | DB-B3-LP | No. | 1 | 261285 | 261285 | |
| 734 | DB-B4-LP | No. | 1 | 237310 | 237310 | |
| 735 | DB-LGF-L | No. | 1 | 139475 | 139475 | |
| 736 | DB-UGF-L | No. | 1 | 165385 | 165385 | |
| 737 | DB-1F-L | No. | 1 | 197350 | 197350 | |
| 738 | DB-2F-L | No. | 1 | 189360 | 189360 | |
| 739 | DB-3F-L | No. | 1 | 189360 | 189360 | |
| 740 | DB-4F-L | No. | 1 | 165385 | 165385 | |
| 741 | DB-5F-LP | No. | 1 | 165385 | 165385 | |
| 742 | DB-6F-L | No. | 1 | 149400 | 149400 | |
| 743 | DB-7F-L | No. | 1 | 165385 | 165385 | |
| 744 | DB-8F-L | No. | 1 | 189360 | 189360 | |
| 745 | DB-9F-L | No. | 1 | 189360 | 189360 | |
| 746 | DB-10F-L | No. | 1 | 189360 | 189360 | |
| 747 | DB-11F-L | No. | 1 | 131485 | 131485 | |
| 748 | DB-13F-L | No. | 1 | 197350 | 197350 | |
| 749 | DB-14F-L | No. | 1 | 189360 | 189360 | |
| 750 | DB-15F-L | No. | 1 | 189360 | 189360 | |
| 751 | DB-16F-L | No. | 1 | 189360 | 189360 | |
| 752 | DB-17F-L | No. | 1 | 189360 | 189360 | |
| 753 | DB-18F-L | No. | 1 | 189360 | 189360 | |
| 754 | DB-19F-L | No. | 1 | 157395 | 157395 | |
| 755 | DB-20F-L | No. | 1 | 189360 | 189360 | |
| 756 | DB-21F-L | No. | 1 | 165385 | 165385 | |
| 757 | DB-22F-L | No. | 1 | 157390 | 157390 | |
| 758 | UDB-B1 | No. | 1 | 115500 | 115500 | |
| 759 | UDB-B2 | No. | 1 | 123490 | 123490 | |
| 760 | UDB-B3 | No. | 1 | 123490 | 123490 | |
| 761 | UDB-B4 | No. | 1 | 123490 | 123490 | |
| 762 | UDB-LGF | No. | 1 | 205340 | 205340 | |
| 763 | UDB-UGF | No. | 1 | 197350 | 197350 | |
| 764 | UDB-1F | No. | 1 | 189360 | 189360 | |
| 765 | UDB-2F | No. | 1 | 213335 | 213335 | |
| 766 | UDB-3F | No. | 1 | 165385 | 165385 | |
| 767 | UDB-6F | No. | 1 | 131485 | 131485 | |
| 768 | UDB-7F | No. | 1 | 189360 | 189360 | |
| 769 | UDB-8F | No. | 1 | 197350 | 197350 | |
| 770 | UDB-9F | No. | 1 | 213335 | 213335 | |
| 771 | UDB-10F | No. | 1 | 197350 | 197350 | |
| 772 | UDB-11F | No. | 1 | 131485 | 131485 | |
| 773 | UDB-13F | No. | 1 | 205340 | 205340 | |
| 774 | UDB-14F | No. | 1 | 213335 | 213335 | |
| 775 | UDB-15F | No. | 1 | 197350 | 197350 | |
| 776 | UDB-16F | No. | 1 | 213335 | 213335 | |
| 777 | UDB-17F | No. | 1 | 197350 | 197350 | |
| 778 | UDB-18F | No. | 1 | 213335 | 213335 | |
| 779 | UDB-19F | No. | 1 | 139475 | 139475 | |
| 780 | UDB-20F | No. | 1 | 157390 | 157390 | |
| 781 | UDB-21F | No. | 1 | 139475 | 139475 | |
| 782 | UDB-22F | No. | 1 | 149400 | 149400 | |
| 783 | DB-LGF-P | No. | 1 | 123490 | 123490 | |
| 784 | DB-EXT-LGF | No. | 1 | 181370 | 181370 | |
| 785 | DB-DC | No. | 1 | 189360 | 189360 | |
| 786 | DB-FCR | No. | 1 | 139475 | 139475 | |
| 787 | DB-AD | No. | 1 | 205340 | 205340 | |
| 788 | DB-LGF-MECH | No. | 1 | 197350 | 197350 | |
| 789 | DB-UGF-P | No. | 1 | 165385 | 165385 | |
| 790 | DB-EXT-UGF | No. | 1 | 189360 | 189360 | |
| 791 | DB-UGF-MECH | No. | 1 | 173375 | 173375 | |
| 792 | DB-1F-P | No. | 1 | 189360 | 189360 | |
| 793 | DB-1F-MECH | No. | 1 | 197350 | 197350 | |
| 794 | DB-2F-P | No. | 1 | 189360 | 189360 | |
| 795 | DB-2F-MECH | No. | 1 | 197350 | 197350 | |
| 796 | DB-3F-P | No. | 1 | 165385 | 165385 | |
| 797 | DB-3F-MECH | No. | 1 | 197350 | 197350 | |
| 798 | DB-MPS | No. | 1 | 149400 | 149400 | |
| 799 | DB-4F-P | No. | 1 | 131485 | 131485 | |
| 800 | DB-4F-MECH | No. | 1 | 306400 | 306400 | |
| 801 | DB-5F-KT | No. | 1 | 165385 | 165385 | |
| 802 | DB-5F-MECH | No. | 1 | 189360 | 189360 | |
| 803 | DB-6F-P | No. | 1 | 149400 | 149400 | |
| 804 | DB-6F-GYM | No. | 1 | 157395 | 157395 | |
| 805 | DB-6F-MECH | No. | 1 | 221325 | 221325 | |
| 806 | DB-7F-P | No. | 1 | 189360 | 189360 | |
| 807 | DB-7F-MECH | No. | 1 | 165385 | 165385 | |
| 808 | DB-8F-P | No. | 1 | 189360 | 189360 | |
| 809 | DB-8F-MECH | No. | 1 | 165385 | 165385 | |
| 810 | DB-9F-P | No. | 1 | 189360 | 189360 | |
| 811 | DB-9F-MECH | No. | 1 | 165385 | 165385 | |
| 812 | DB-10F-P | No. | 1 | 189360 | 189360 | |
| 813 | DB-10F-MECH | No. | 1 | 131485 | 131485 | |
| 814 | DB-11F-P | No. | 1 | 189360 | 189360 | |
| 815 | DB-11F-MECH | No. | 1 | 173375 | 173375 | |
| 816 | DB-13F-P | No. | 1 | 189360 | 189360 | |
| 817 | DB-13F-MECH | No. | 1 | 173375 | 173375 | |
| 818 | DB-14F-P | No. | 1 | 189360 | 189360 | |
| 819 | DB-14F-MECH | No. | 1 | 173375 | 173375 | |
| 820 | DB-15F-P | No. | 1 | 189360 | 189360 | |
| 821 | DB-15F-MECH | No. | 1 | 173375 | 173375 | |
| 822 | DB-16F-P | No. | 1 | 197350 | 197350 | |
| 823 | DB-16F-MECH | No. | 1 | 173375 | 173375 | |
| 824 | DB-17F-P | No. | 1 | 189360 | 189360 | |
| 825 | DB-17F-MECH | No. | 1 | 173375 | 173375 | |
| 826 | DB-18F-P | No. | 1 | 197350 | 197350 | |
| 827 | DB-18F-MECH | No. | 1 | 173375 | 173375 | |
| 828 | DB-19F-P | No. | 1 | 157390 | 157390 | |
| 829 | DB-19F-MECH | No. | 1 | 173375 | 173375 | |
| 830 | DB-20F-P | No. | 1 | 149400 | 149400 | |
| 831 | DB-20F-MECH | No. | 1 | 173375 | 173375 | |
| 832 | DB-21F-P | No. | 1 | 139475 | 139475 | |
| 833 | DB-21F-MECH | No. | 1 | 173375 | 173375 | |
| 834 | DB-22F-P | No. | 1 | 165385 | 165385 | |
| 835 | DB-22F-MECH | No. | 1 | 173375 | 173375 | |
| 836 | Supply, installation, testing and commissioning of following Isolator / Load Break Switch in 16 SWG sheet steel enclosure with neutral and earth terminal strips, including all mounting accessories, back box etc. as per specifications and drawings, complete in all respect. | |||||
| 837 | 1000A, TPN Weatherproof type Load Break Switch | No. | 3 | 791615 | 2374845 | |
| 838 | 400A, TPN Weatherproof type Load Break Switch | No. | 1 | 252280 | 252280 | |
| 839 | 300A, TPN Weatherproof type Load Break Switch | No. | 2 | 250025 | 500050 | |
| 840 | 200A, TPN Weatherproof type Isolator | No. | 1 | 282235 | 282235 | |
| 841 | 160A, TPN Weatherproof type Isolator | No. | 3 | 222700 | 668100 | |
| 842 | 125A, TPN Weatherproof type Isolator | No. | 1 | 108765 | 108765 | |
| 843 | 100A, TPN Weatherproof type Isolator | No. | 6 | 107100 | 642600 | |
| 844 | 63A, TPN Weatherproof type Isolator | No. | 2 | 29360 | 58720 | |
| 845 | 40A, TPN Weatherproof type Isolator | No. | 13 | 25920 | 336960 | |
| 846 | 32A, TPN Weatherproof type Isolator (for EV Charging) | No. | 12 | 16845 | 202140 | |
| 847 | 20A, TPN Weatherproof type Isolator | No. | 17 | 13530 | 230010 | |
| 848 | 20A, SPN Weatherproof type Isolator | No. | 125 | 10010 | 1251250 | |
| 849 | 16A, SPN Weatherproof type Isolator | No. | 1 | 10010 | 10010 | |
| 850 | MEDIUM VOLTAGE CABLES | |||||
| 851 | Supply, laying, termination, tagging, testing and commissioning of following size 15KV voltage grade Aluminum conductor, multi core M.V Cable including all required accessories in already laid raceway / cable trench, including all accessories lugs, cable gland, cable ID marker etc. Complete in all respects, as per drawing and specifications and to the entire satisfaction of the engineer and employer. Note: Contractor is advised to confirm the actual lengths as per site conditions before commencement of work / ordering of cables. | |||||
| 852 | 3C, 300 Sq.mm AL/XLPE/SWA/PVC, 15kV Cable (from IESCO MV Panel to Client MV Panel and to Transformers) | Rm. | 100 | 22840 | 2284000 | |
| 853 | Supply, installation, testing and commissioning of following size MV Indoor Termination Kits, including all installation and termination accessories, HT tape, Bi-Metallic Cable Lugs etc. Complete in all respects, as per drawings and specifications. | |||||
| 854 | MV Indoor Termination kit for 15kV 3 Core, 300 Sq.mm AL/XLPE/SWA/PVC cable | No. | 10 | 68470 | 684700 | |
| 855 | BUSWAYS | |||||
| 856 | Supply, installation, testing and commissioning of following sizes Compact Cast Resin Aluminium Busways TPN+E (4 Bar) including all components and fixing accessories such as couplers, Plug-in units, Tap Off Boxes with interlocking mechanism & breakers, Flanged end, Flexible conductors, Elbows (Vertical and Horizontal), copper link pads (termination to Transformer), ends enclosure, end feed unit, center feed units, spring hangers, terminations, clamps etc. required for completion of work as per description, drawings and standards. Complete in all respects including testing at factory Permisses expenditure as mentioned in Clause 8 of specific provision (specification). Any mechanical arrangements as per site conditions is also included in this scope. (for Substation) | |||||
| 857 | 2500 Amp TPN+E BTD | |||||
| 858 | 2500 Amp TPN+E Aluminum Busways, IP-54 | Rm. | 42 | 193235 | 8115870 | |
| 859 | 2500 Amp TPN+E Terminal Element, IP-55 (for Panel Connection) | No. | 6 | 168650 | 1011900 | |
| 860 | 2500 Amp TPN+E ATR Element, IP-55 (for Trafo Connection) | No. | 3 | 168650 | 505950 | |
| 861 | 2500 Amp TPN+E Breaded Tin Copper Flexible Busbar Connection (Length <=600mm) | Set | 9 | 766045 | 6894405 | |
| 862 | 2500 Amp TPN+E Flatwise Elbow, IP-55 | No. | 15 | 189300 | 2839500 | |
| 863 | Fixing Brackets Accessories | No. | 14 | 43960 | 615440 | |
| 864 | Supply, installation, testing and commissioning of following sizes Compact Cast Resin Aluminium Busways TPN+E (4 Bar) including all components and fixing accessories such as couplers, Plug-in units, Tap Off Boxes with interlocking mechanism & breakers, Flanged end, Flexible conductors, Elbows (Vertical and Horizontal), copper link pads, ends enclosure, end feed unit, center feed units, spring hangers, terminations, clamps etc. required for completion of work as per description, drawings and standards. Complete in all respects including testing at factory Permisses expenditure as mentioned in Clause 8 of specific provision (specification). Any mechanical arrangements as per site conditions is also included in this scope. (for Riser) | |||||
| 865 | 2500 Amp TPN+E BTD | |||||
| 866 | 2500 Amp TPN+E Aluminum Busways, IP-54 | Rm. | 369 | 193235 | 71303715 | |
| 867 | 2500 Amp TPN+E Terminal Element, IP-55 (for Panel Connection) | No. | 3 | 168650 | 505950 | |
| 868 | 2500 Amp TPN+E Breaded Tin Copper Flexible Busbar Connection (Length <=600mm) | Set | 3 | 766045 | 2298135 | |
| 869 | 2500 Amp TPN+E Flatwise Elbow, IP-55 | No. | 15 | 189300 | 2839500 | |
| 870 | Fixing Brackets Accessories | No. | 123 | 43960 | 5407080 | |
| 871 | Supply, installation, testing and commissioning of following sizes Tap Off Units as per SLD, drawings and specifications, including circuit breakers (MCB / MCCB), all mounting and installation accessories as per description, drawings, standards and specifications. Complete in all respects. | |||||
| 872 | Tap Off units, 800A TP MCCB (65kA), 3P+N+E, IP55 | No. | 1 | 1327550 | 1327550 | |
| 873 | Tap Off units, 630A TP MCCB (65kA), 3P+N+E, IP55 | No. | 1 | 918960 | 918960 | |
| 874 | Tap Off units, 200A TP MCCB (50kA), 3P+N+E, IP55 | No. | 1 | 348115 | 348115 | |
| 875 | Tap Off units, 160A TP MCCB (35kA), 3P+N+E, IP55 | No. | 12 | 222240 | 2666880 | |
| 876 | Tap Off units, 125A TP MCCB (35kA), 3P+N+E, IP55 | No. | 3 | 217815 | 653445 | |
| 877 | Tap Off units, 100A TP MCCB (35kA), 3P+N+E, IP55 | No. | 4 | 212900 | 851600 | |
| 878 | Tap Off units, 80A TP MCCB (35kA), 3P+N+E, IP55 | No. | 1 | 212900 | 212900 | |
| 879 | Tap Off units, 63A TP MCCB (35kA), 3P+N+E, IP55 | No. | 3 | 212900 | 638700 | |
| 880 | Note: 1) Contractor is advised to confirm the running lengths, quantities and termination as per site conditions before commencement of work. 2) Cables for connection between Panel & CFU and Busway & CFU is also included in the Contractor's scope of work. 3) Busway Length will not be measured end to end. Elbow, Flange, Tee, Cable Feed Units are to be subtracted from straight length. 4) The Bidder shall provide the complete Technical Literature for the system offered. | |||||
| 881 | LOW VOLTAGE CABLES & WIRES | |||||
| 882 | Supply, laying, termination, tagging, testing and commissioning of following size copper conductor multi core / single core, Cu/PVC, Cu/XLPE/PVC, unarmoured, 600/1000V, 450/750V or 300/500V voltage grade copper cable in already laid PVC conduit / cable tray / trench including all accessories lugs, cable gland etc. as per drawings and specification, complete in all respect. Note: Contractor is advised to confirm the cable running length before commencement of work and termination as per site requirements. | |||||
| 883 | 4 Core, Cu/XLPE/PVC Cable (600/1000V) | 1 | ||||
| 884 | 4 Core, 400 Sq.mm Cu/XLPE/PVC | Rm. | 5 | 152085 | 1 | 760425 |
| 885 | 4 Core, 240 Sq.mm Cu/XLPE/PVC | Rm. | 85 | 80715 | 2 | 6860775 |
| 886 | 4 Core, 185 Sq.mm Cu/XLPE/PVC | Rm. | 60 | 61515 | 3 | 3690900 |
| 887 | 4 Core, 150 Sq.mm Cu/XLPE/PVC | Rm. | 10 | 57710 | 4 | 577100 |
| 888 | 4 Core, 120 Sq.mm Cu/XLPE/PVC | Rm. | 55 | 39920 | 5 | 2195600 |
| 889 | 4 Core, 95 Sq.mm Cu/XLPE/PVC | Rm. | 85 | 31655 | 6 | 2690675 |
| 890 | 4 Core, 50 Sq.mm Cu/XLPE/PVC | Rm. | 10 | 18700 | 7 | 187000 |
| 891 | 4 Core, 35 Sq.mm Cu/XLPE/PVC | Rm. | 65 | 11780 | 8 | 765700 |
| 892 | 4 Core, 25 Sq.mm Cu/XLPE/PVC | Rm. | 15 | 10080 | 9 | 151200 |
| 893 | 4 Core, 16 Sq.mm Cu/XLPE/PVC | Rm. | 555 | 4905 | 10 | 2722275 |
| 894 | 4 Core, 10 Sq.mm Cu/XLPE/PVC | Rm. | 745 | 3060 | 11 | 2279700 |
| 895 | 4 Core, 6 Sq.mm Cu/XLPE/PVC | Rm. | 680 | 2535 | 12 | 1723800 |
| 896 | 4 Core, 4 Sq.mm Cu/XLPE/PVC | Rm. | 360 | 1305 | 13 | 469800 |
| 897 | 1 Core, Cu/PVC Cable (600/1000V) | |||||
| 898 | 1 Core, 6 Sq.mm Cu/PVC | Rm. | 300 | 495 | 14 | 148500 |
| 899 | 1 Core, 4 Sq.mm Cu/PVC | Rm. | 450 | 325 | 15 | 146250 |
| 900 | 1 Core, Cu/PVC Cable as ECC (600/1000V) | |||||
| 901 | 1 Core, 185 Sq.mm Cu/PVC as ECC | Rm. | 35 | 15610 | 16 | 546350 |
| 902 | 1 Core, 120 Sq.mm Cu/PVC as ECC | Rm. | 75 | 10130 | 17 | 759750 |
| 903 | 1 Core, 70 Sq.mm Cu/PVC as ECC | Rm. | 65 | 5795 | 18 | 376675 |
| 904 | 1 Core, 50 Sq.mm Cu/PVC as ECC | Rm. | 85 | 3800 | 19 | 323000 |
| 905 | 1 Core, 25 Sq.mm Cu/PVC as ECC | Rm. | 30 | 2390 | 20 | 71700 |
| 906 | 1 Core, 16 Sq.mm Cu/PVC as ECC | Rm. | 615 | 1270 | 21 | 781050 |
| 907 | 1 Core, 10 Sq.mm Cu/PVC as ECC | Rm. | 745 | 825 | 22 | 614625 |
| 908 | 1 Core, 6 Sq.mm Cu/PVC as ECC | Rm. | 680 | 495 | 23 | 336600 |
| 909 | 1 Core, 4 Sq.mm Cu/PVC as ECC | Rm. | 360 | 325 | 24 | 117000 |
| 910 | CONDUITS & PIPES | |||||
| 911 | Supply and laying of following size inner dia PVC / uPVC Class-D pipe / Flexible PVC Conduit including all accessories, as per drawings and specification etc., complete in all respect. | |||||
| 912 | 25 mm dia PVC Conduit | Rm. | 10 | 190 | 1900 | |
| 913 | 38 mm dia PVC Conduit | Rm. | 10 | 430 | 4300 | |
| 914 | 50 mm dia PVC Conduit | Rm. | 10 | 655 | 6550 | |
| 915 | 75 mm dia PVC Conduit | Rm. | 10 | 870 | 8700 | |
| 916 | 100 mm dia PVC Conduit | Rm. | 10 | 1155 | 11550 | |
| 917 | 38 mm dia uPVC Conduit (Class-D) | Rm. | 10 | 705 | 7050 | |
| 918 | 50 mm dia uPVC Conduit (Class-D) | Rm. | 10 | 1080 | 10800 | |
| 919 | 25 mm dia Flexible PVC Conduit | Rm. | 10 | 185 | 1850 | |
| 920 | Supply and laying of following size inner dia UPVC Pipe Class-D for Power Cable, buried in ground / under roads / under floor as per specification, including excavation for laying of pipe, bricks, warning tape and backfilling with new and fresh sand (6" under and 6" above pipe) etc. (whereever required), as shown on the specifications and drawings, complete in all respect. | |||||
| 921 | 100mm dia uPVC Pipe (Class-D) | Rm. | 10 | 4435 | 44350 | |
| 922 | Supply and laying of following size inner dia G.I Pipe as race ways with all accessories surface / recessed on wall / column / under floor, as per drawings and specification etc., complete in all respect. | |||||
| 923 | 25 mm dia G.I. Pipe | Rm. | 30 | 1385 | 41550 | |
| 924 | 32 mm dia G.I. Pipe | Rm. | 20 | 1795 | 35900 | |
| 925 | 50 mm dia G.I. Pipe | Rm. | 10 | 2880 | 28800 | |
| 926 | Supply and installation of following Pull Boxes with all installation accessories, as per specifications, drawings and approved brands, complete in all respect. | |||||
| 927 | 300 mm x 300 mm | No. | 5 | 15510 | 77550 | |
| 928 | 150 mm x 150 mm | No. | 5 | 7700 | 38500 | |
| 929 | Providing and Construction of Manhole Size 3'-0" x 3'-0" x 3'-0" deep, 6"thick, concrete 1:2:4 ratio with round heavy duty cast iron cover, 100% water proof, as per drawings and specification etc., complete in all respect. (For Electrical cables) | No. | 1 | 90000 | 90000 | |
| 930 | WIRING ACCESSORIES | |||||
| 931 | Supply, installation, testing and commissioning of following 10/13/15/20A, gang type switches, Dimmer Switches, Sockets including 16 SWG Sheet Steel powder coated back boxes with earth terminal, recessed in wall, with all accessories as per specification, complete in all respects. | |||||
| 932 | One Gang Switch 10A | No. | 191 | 1360 | 259760 | |
| 933 | One Gang 2-Way Switch 10A | No. | 5 | 1770 | 8850 | |
| 934 | Two Gang Switch 10A | No. | 139 | 1875 | 260625 | |
| 935 | Two Gang 2-Way Switch 10A | No. | 58 | 2475 | 143550 | |
| 936 | Three Gang Switch 10A | No. | 144 | 2750 | 396000 | |
| 937 | Four Gang Switch 10A | No. | 219 | 3835 | 839865 | |
| 938 | Five Gang Switch 10A | No. | 3 | 4370 | 13110 | |
| 939 | 13A, International Switch Socket Outlet | No. | 767 | 2800 | 2147600 | |
| 940 | 13A, International Switch Socket Outlet (Weatherproof) | No. | 61 | 5385 | 328485 | |
| 941 | 13A, 3-Pin Flat Simplex Switch Socket Outlet | No. | 943 | 2320 | 2187760 | |
| 942 | 13A, 3-Pin Flat Duplex Switch Socket Outlet | No. | 929 | 3550 | 3297950 | |
| 943 | 13A, Spur Socket Outlet | No. | 331 | 9875 | 3268625 | |
| 944 | 15A, 3-Pin Switch Socket Outlet | No. | 54 | 2910 | 157140 | |
| 945 | 20A, Flux Outlet | No. | 55 | 9875 | 543125 | |
| 946 | 20A, Double Pole Switch with Neon | No. | 55 | 3785 | 208175 | |
| 947 | 16A, 3-Pin Industrial socket with Plug top and Angle Iron | No. | 11 | 4840 | 53240 | |
| 948 | 16A, 5-Pin Industrial socket with Plug top and Angle Iron | No. | 27 | 5745 | 155115 | |
| 949 | 32A, 5-Pin Industrial socket with Plug top and Angle Iron | No. | 14 | 7765 | 108710 | |
| 950 | Supply, installation, testing and commissioning of Floor Box (imported), 14 SWG Sheet Steel with all accessories, as per drawings, specifications and site requirements, complete in all respect. Note: Excluded of all Sockets and Face plates. | No. | 723 | 31500 | 22774500 | |
| 951 | LIGHT FIXTURES | |||||
| 952 | Supply, installation, testing and commissioning of following Light Fixtures complete with starters, Electronic ballast (mention otherwise), lamps, drivers,mounting accessories etc., complete in all respects. Lighting fixtures Sample must be submitted to consultant for approval, (For complete detail references of Light Fixtures, please refer to Light Fixture Schedules). | |||||
| 953 | Ceiling Recessed 1x11 W LED Down Light Fixture, Aluminum Profile Housing (IP-44), Pf>0.9,4000k | No. | 296 | 4545 | 1 | 1345320 |
| 954 | Ceiling Recessed 1x45 W LED Down Light Fixture, Aluminum Profile Housing (IP-20), Pf>0.9,4000k | No. | 42 | 6845 | 287490 | |
| 955 | Ceiling Recessed 1x12 W LED Down Light Fixture, Aluminum Profile Housing (IP-20), Pf>0.9,4000k | No. | 846 | 4860 | 4111560 | |
| 956 | Ceiling Recessed 1x20 W LED Down Light Fixture, Aluminum Profile Housing (IP-20), Pf>0.9,4000k | No. | 413 | 5020 | 2073260 | |
| 957 | Ceiling Surface 1x22 W LED Down Light Fixture, Aluminum Profile Housing (IP-20), Pf>0.9,4000k | No. | 485 | 5180 | 2512300 | |
| 958 | Ceiling Surface 1x20 W LED Down Light Fixture, Aluminum Profile Housing (IP-44), Pf>0.9,4000k | No. | 75 | 5660 | 424500 | |
| 959 | Ceiling Suspended 1x22 W LED Down Light Fixture, Aluminum Profile Housing (IP-44), Pf>0.9,4000k | No. | 18 | 5855 | 105390 | |
| 960 | Ceiling Recessed 1x17 W LED Down Light Fixture, Aluminum Profile Housing (IP-44), Pf>0.9,4000k | No. | 181 | 5085 | 920385 | |
| 961 | Wall/Surface Mounted 1x12 W LED Mirror Light Fixture, (IP-44), Pf>0.9,4000k | No. | 18 | 4545 | 81810 | |
| 962 | Ceiling Suspended 2x12 W LED Down Light Fixture, Aluminum Profile Housing (IP-44), Pf>0.9,4000k | No. | 728 | 15765 | 11476920 | |
| 963 | Ceiling Recessed 1x12 W LED Track Light Fixture, (IP-20) | No. | 400 | 13430 | 5372000 | |
| 964 | Ceiling Recessed 1x18 W LED Track Light Fixture, (IP-20) | No. | 708 | 14230 | 10074840 | |
| 965 | Ceiling Surface 1x40 W LED 4'x1' Batten Light Fixture, HRS @25°C CRI≥, UGR≤24 (IP-65), Pf>0.9,4000k | No. | 386 | 22160 | 8553760 | |
| 966 | Ceiling Recessed 1x40 W LED Batten Light Fixture, Aluminum Profile Housing (IP-20), Pf>0.9,4000k | No. | 516 | 19760 | 10196160 | |
| 967 | Ceiling Surface 1x40 W LED Batten Light Fixture, Polycarbonate Painted Steel Housing, (IP-20) | No. | 4 | 19760 | 79040 | |
| 968 | Ceiling Surface 1x24 W LED 1200mm Continuous Batten Light Fixture, Aluminum Profile Housing (IP-20), Pf>0.9, 4000k | No. | 166 | 16400 | 2722400 | |
| 969 | Ceiling Suspended 1x18 W LED Keen Track Light Fixture, (IP-20) | No. | 390 | 16630 | 6485700 | |
| 970 | Ceiling Coved 18 W/m LED Strip Light, (IP-65) | Rm. | 5627 | 4815 | 27094005 | |
| 971 | Ramp Recessed 1x4 W LED Ramp Light Fixture, (IP-67) | No. | 119 | 39905 | 4748695 | |
| 972 | Wall/Surface Mounted 1x20 W LED Wall Light Fixture Polycarbonate Housing, (IP-20), Pf>0.9,3000k | No. | 168 | 10140 | 1703520 | |
| 973 | Wall/Surface Mounted 1x6 W LED Wall Light Fixture Decorative Type, (IP-64) | No. | 29 | 11100 | 321900 | |
| 974 | Floor Mounted 1x7 W LED Spike Planter Light Fixture Polycarbonate Housing, (IP-65), Pf>0.9,3000k | No. | 16 | 11930 | 190880 | |
| 975 | Ceiling Suspended 1x96 W LED Ring Pendent Light Fixture, Aluminum Profile Housing (IP-20), Pf>0.9,4000k | No. | 31 | 64685 | 2005235 | |
| 976 | Wall/Surface Mounted 1x200 W LED Flood Light Fixture Type, (IP-66) | No. | 9 | 109710 | 987390 | |
| 977 | Floor Mounted 1x12 W LED Floor Light Fixture @25°C CRI≥, UGR≤24 (P.F 0.9) | No. | 53 | 59255 | 3140515 | |
| 978 | 1x9 W LED Bollard Light Fixture, (IP-65) | No. | 22 | 63400 | 1394800 | |
| 979 | Façade Lighting | |||||
| 980 | Philips BGC401, 3000K, 1150 lm, 14W, IP66, 1010 T, ON-OFF Control Type | Rm. | 1100 | 25900 | 28490000 | |
| 981 | Philips BVP353, 72 LED, RGBWW, 220V, L57 10, DMX Control Type | No. | 10 | 354125 | 3541250 | |
| 982 | Philips BBP343, G2, 3000K, 24V, 18W, 10 DEGREE, ON-OFF Control Type | No. | 4 | 98070 | 392280 | |
| 983 | Philips BVP355, 216 LED, RGBWW, 220V, L57 10, DMX Control Type | No. | 7 | 528665 | 3700655 | |
| 984 | Philips BVP353, 24 LED, RGBWW, 220V, L24 15, DMX Control Type | No. | 1 | 312200 | 312200 | |
| 985 | Philips BGP150, G2, 470 lm, 6W, 36 DEGREE, ON-OFF Control Type | No. | 40 | 113600 | 4544000 | |
| 986 | WIRING FOR LIGHTS, FANS & SOCKETS | |||||
| 987 | Supply, laying, tagging, testing and commissioning of Circuit wiring from DB to Switchboard including wiring between switch on the same circuit with 2x2.5 sq.mm. + 1x2.5 sq.mm as ECC single core copper conductor PVC insulated wires in already installed 25mm dia PVC conduit, surface / recessed in wall, column, ceiling etc., including with all conduit accessories, back boxes etc., as per drawing and specification, complete in all respect. | No. | 335 | 10605 | 3552675 | |
| 988 | Supply, laying, tagging, testing and commissioning of Point wiring for light/fan point from Switch Board to Light/fan Point with 3x1.5 sq.mm. single core copper conductor PVC insulated wires in already installed 20mm dia PVC conduit, surface / recessed in wall, column, ceiling etc., including with all conduit accessories, back boxes etc. as per drawing and specification, complete in all respect. | No. | 1908 | 2175 | 4149900 | |
| 989 | Supply, laying, tagging, testing and commissioning of Point wiring from Light/fan point to Light/fan point with 3x1.5 sq.mm. single core copper conductor PVC insulated wires in already installed 20mm dia PVC conduit, surface / recessed in wall, column, ceiling etc., including with all conduit accessories, back boxes etc. as per drawing and specification, complete in all respect. | No. | 2040 | 1305 | 2662200 | |
| 990 | Supply, laying, tagging, testing and commissioning of Circuit wiring from DB to Ist. light point with 2x2.5 sq.mm. + 1x2.5 sq.mm as ECC single core copper conductor PVC insulated wires in already installed 25mm dia PVC conduit, surface / recessed in wall, column, ceiling etc., including with all conduit accessories, back boxes etc., as per drawing and specification, complete in all respect. | No. | 199 | 14140 | 2813860 | |
| 991 | Supply, laying, tagging, testing and commissioning of wiring from Light point to Light Point with 2x2.5 sq.mm. + 1x2.5 sq.mm as ECC single core copper conductor PVC insulated wires in already installed 25mm dia PVC conduit, surface / recessed in wall, column, ceiling etc., including with all conduit accessories, back boxes etc., as per drawing and specification, complete in all respect. | No. | 1972 | 3535 | 6971020 | |
| 992 | Supply, laying, tagging, testing and commissioning of wiring for 13/15A Socket / Spur outlet with 2x4 sq.mm + 1x4 sq.mm as ECC single core copper conductor PVC insulated wires in already installed 25mm dia PVC conduit, surface / recessed in wall, column, ceiling, under floor etc, including with all conduit accessories, back boxes etc. as per drawing and specification, complete in all respect. | |||||
| 993 | DB to Socket outlet | No. | 1175 | 14585 | 17137375 | |
| 994 | Socket outlet to Socket outlet | No. | 2020 | 2915 | 5888300 | |
| 995 | Supply, laying, tagging, termination, testing and commissioning of wiring for 16A Industrial Socket with 2x4 sq.mm + 1x4 sq.mm as ECC single core copper conductor PVC insulated wires in already installed 25mm dia PVC conduit, surface / recessed in wall, column, ceiling, under floor etc., including with all conduit accessories, as per drawing and specification, complete in all respect. | No. | 11 | 14585 | 160435 | |
| 996 | Supply, laying, tagging, termination, testing and commissioning of wiring for 20A SPN Isolator with 2x4 sq.mm + 1x4 sq.mm as ECC single core copper conductor PVC insulated wires in already installed 25mm dia PVC conduit, surface / recessed in wall, column, ceiling, under floor etc., including with all conduit accessories, as per drawing and specification, complete in all respect. | No. | 125 | 21395 | 2674375 | |
| 997 | CABLE TRAYS | |||||
| 998 | Supply, fabricating, erecting, fixing and installing of following size of base perforated Cable Tray Complete with covers where indicated on the drawings/specifications. Tray thickness as per the specification based on tray width. Including Manufacturer's standard supports and fixing accessories. complete with factory-made fittings and support system. and necessary required hardware etc. Complete in all respect as shown in drawings and specification or as directed by the Engineer. | |||||
| 999 | 900 mm x 100 mm for Power Cables | Rm. | 20 | 21055 | 421100 | |
| 1000 | 600 mm x 100 mm for Power Cables | Rm. | 230 | 14962.5 | 3441375 | |
| 1001 | 450 mm x 100 mm for Power Cables | Rm. | 910 | 11395 | 10369450 | |
| 1002 | 300 mm x 100 mm for Power Cables | Rm. | 1340 | 8357.5 | 11199050 | |
| 1003 | 250 mm x 100 mm for Power Cables | Rm. | 170 | 6962.5 | 1183625 | |
| 1004 | 150 mm x 100 mm for Power Cables | Rm. | 1440 | 5327.5 | 7671600 | |
| 1005 | 100 mm x 50 mm for Power Cables | Rm. | 1390 | 3840 | 5337600 | |
| 1006 | LIGHTNING PROTECTION SYSTEM | |||||
| 1007 | Supply, installation, testing and commissioning of 25mm x 3mm Tinned Copper Tape to be run on roof surface, as required and shown on drawings including all fixing accessories etc., as per specification and site requirement necessary for the functioning of the system, complete in all respect. | Rm. | 40 | 15135 | 605400 | |
| 1008 | Supply, installation, testing and commissioning of Early Streamer Emission (ESE) Air Terminal mounted on 5.5 meter elevation mast, as per drawing, complete in all respect and having following specifications: * Efficiency: 60 micro seconds * Lightning current withstanding test (10/350µs):100 kA * ESE Central Rod: Nickel Plated Copper * Metal Housing: Stainless Steel 316L * Protection Radius: 58 meter at 5.5 meter height | No. | 1 | 556000 | 556000 | |
| 1009 | Supply and installation of 5.5 meter high elevation mast consist of mounting bracket for installation and fixing of ESE Air Terminal, as per drawing, specification and site requirements, complete in all respect. | No. | 1 | 240535 | 240535 | |
| 1010 | Supply and installation of pyramid holdfasts / studs filled with cement for holding and supporting the flat tape conductor, as per drawing, specification and site requirements, complete in all respect. | No. | 12 | 7225 | 86700 | |
| 1011 | Supply and installation of Lightning Flash Counter including control cables from ESE Air Terminal to Flash Counter, as per drawing, specification and site requirement necessary for the system, complete in all respect. | No. | 1 | 172600 | 172600 | |
| 1012 | Supply and installation of Test Clamp and Guard Tube 2m in length, as per drawing, specification, and site requirement necessary for the functioning of the system, complete in all respect. | Job. | 2 | 60200 | 120400 | |
| 1013 | Supply, laying, termination, tagging, testing and commissioning of 70 Sq.mm PVC insulated Cu. Conductor cable in 38 mm dia uPVC conduit run with elevation of the building from Roof Copper Tape network to Test Link at Basement-4 floor in 38mm dia UPVC conduit embelded in columns including clad welding, all accessories lugs, cable glands, all fixing accessories etc., as per drawing, specification and site requirement necessary for the functioning of the system, complete in all respect. | Rm. | 240 | 6430 | 1543200 | |
| 1014 | Testing and commissioning of the complete Lightning Protection System, including verification of earth resistance in accordance with the specifications, complete in all respects. | Job. | 1 | 150000 | 150000 | |
| 1015 | EARTHING SYSTEM | |||||
| 1016 | Supply, installation, testing and commissioning of following items for complete Earthing system, complete with all materials necessary to achieve the specified earth resistance, other all required materials and connecting accessories, boring, labor, tools, transportation etc., as per drawings and specifications, complete in all respects with detailed test reports. | |||||
| 1017 | Earth pit with Rod type earth electrode, 3/4" dia and 9 Ft. long copper bonded rod to achieve the earthing resistivity as mentioned in drawings. | No. | 4 | 94435 | 377740 | |
| 1018 | Supply, installation, testing and commissioning of Copper Earth Bar 475 mm x 90 mm x 96 mm with single disconnecting link for earthing system as per drawings and instruction of consultant, including all mounting accessories etc., complete in all respect. | No. | 7 | 76240 | 533680 | |
| 1019 | Supply, laying, termination, tagging, testing and commissioning of 70 Sq.mm Bare Copper Conductor from Earth pit to Earth pit as earth continuity conductor (ECC) installed under floor including exothermic (Cadweld) welding or approved jointing method, all fixing accessories etc., as per drawing, specification and site requirement necessary for the functioning of the system, complete in all respect. | Rm. | 325 | 5085 | 1652625 | |
| 1020 | Supply, laying, termination, tagging, testing and commissioning of 70 Sq.mm PVC insulated Cu. Conductor cable in already installed cable tray / already installed 38 mm dia uPVC conduit, from Earth pit to Earth Bar / Earth pit and to equipments as earth continuity conductor (ECC) including exothermic (Cadweld) welding or approved jointing method, all fixing accessories etc., as per drawing, specification and site requirement necessary for the functioning of the system, complete in all respect.Supply, laying, termination, tagging, testing and commissioning of 70 Sq.mm PVC insulated Cu. Conductor cable in already installed cable tray / already installed 38 mm dia uPVC conduit, from Earth pit to Earth Bar / Earth pit and to equipments as earth continuity conductor (ECC) including exothermic (Cadweld) welding or approved jointing method, all fixing accessories etc., as per drawing, specification and site requirement necessary for the functioning of the system, complete in all respect. | Rm. | 730 | 5795 | 4230350 | |
| 1021 | ELV WORKS | |||||
| 1022 | VOICE & DATA COMMUNICATION SYSTEMS (Passive Equipment Only) | |||||
| 1023 | Supply, installation, testing and commissioning of following Data / Voice items on LSOH solution, as per the single line diagram and specification, complete in all respect. | |||||
| 1024 | Supply, installation, testing and commissioning of following Wall / Floor mounted, Data / Voice Cabinets for patch panel, Fiber panels, adapter, PDU's, Fans and space for active switches as it may require to complete the entire passive and active network as per the single line diagram, drawings and specifications, complete in all respect. | |||||
| 1025 | 42U Data Rack with PDU's | No. | 16 | 211600 | 3385600 | |
| 1026 | 27U Data Rack with PDU's | No. | 10 | 141075 | 1410750 | |
| 1027 | 9U Data Rack with PDU's | No. | 3 | 82360 | 247080 | |
| 1028 | Supply, installation, testing and commissioning of Dual RJ-45, Cat-6 outlet for Voice & Data with I/O - shutter type and 16 SWG back box including tagging,as per drawing and specification, complete in all respect. | No. | 783 | 4050 | 3171150 | |
| 1029 | Supply, installation, testing and commissioning of Single RJ-45, Cat-6 outlet for TV with I/O - shutter type and 16 SWG back box including tagging,as per drawing and specification, complete in all respect. | No. | 36 | 2920 | 105120 | |
| 1030 | Supply, installation, testing and commissioning of Single RJ-45, Cat-6 outlet for Projector with I/O - shutter type and 16 SWG back box including tagging,as per drawing and specification, complete in all respect. | No. | 2 | 2920 | 5840 | |
| 1031 | Supply, installation, testing and commissioning of Single RJ-45, Cat-6 outlet for Wifi with I/O - shutter type and 16 SWG back box including tagging,as per drawing and specification, complete in all respect. | No. | 165 | 2920 | 481800 | |
| 1032 | Supply, installation, testing and commissioning of Single RJ-45, Cat-6 outlet for Data with I/O - shutter type and 16 SWG back box including tagging,as per drawing and specification, complete in all respect. | No. | 166 | 2920 | 484720 | |
| 1033 | Supply, installation, testing and commissioning of Single RJ-45, Cat-6 outlet for CCTV system with I/O - shutter type and 16 SWG back box including tagging,as per drawing and specification, complete in all respect. | No. | 255 | 2920 | 744600 | |
| 1034 | Supply, laying, termination, testing and commissioning of Cat-6, 4 pair cable on LSOH solution for Single RJ-45 outlet (for Data, Voice, TV, Projector & Wifi systems) in already installed 25mm dia PVC conduit concealed / surface from each outlet to IDF rack, including tagging and piping with all necessary accessories, complete in all respect. | Rm. | 57480 | 390 | 22417200 | |
| 1035 | Supply, installing, testing and commissioning of 24 port Fiber Patch Panel fully loaded with pigtails, rear cable manager etc., as per drawing and specification, complete in all respect. | No. | 30 | 82000 | 2460000 | |
| 1036 | Supply, testing and commissioning of 24 port shutter type Cat 6, RJ 45 UTP Patch Panel fully loaded with tool less jacks and rear cable manager, as per drawing and specification, complete in all respect. | No. | 95 | 56100 | 5329500 | |
| 1037 | Supply, installing, testing and commissioning of 19" front/rear (as required) cable organizer between patch panels and active equipment to provide patch cable management including with all necessary accessories, as per drawing & specification, complete in all respect. | No. | 122 | 7980 | 973560 | |
| 1038 | Supply, installation, testing and commissioning of Cat-6 UTP (RJ-45 to RJ-45 on LSOH solution ) for the above Patch Panels including with all necessary accessories, as per drawing and specification, complete in all respect. (As per required quantity) | |||||
| 1039 | CAT-6 (1m) Long Patch Cord | No. | 1660 | 1600 | 2656000 | |
| 1040 | CAT-6 (3m) Long Patch Cord | No. | 1660 | 2050 | 3403000 | |
| 1041 | Supply, installation, testing and commissioning of following Fiber Optic Patch Cords on LSOH solution (certified) of specified color at both ends for communication with SC/LC/APC connector. (As per requirement depends on active part) | |||||
| 1042 | 3m Long Patch Cord | No. | 15 | 6160 | 92400 | |
| 1043 | Supply, installation, testing and commissioning of following 19" Tag blocks on LSOH solution in Data rack, as per drawings and specifications, complete in all respect. | |||||
| 1044 | 1x50 Pair IDC Block 19" type | No. | 14 | 19750 | 276500 | |
| 1045 | 1x25 Pair IDC Block 19" type | No. | 16 | 9870 | 157920 | |
| 1046 | Supply, laying, termination, testing and commissioning of 8C, Multi Mode Fiber Optic Cable from Server Rack to each floor racks in already installed cable tray / conduit, as shown in drawings including termination and tagging at both ends, as per standard specifications with all termination accessories up to entire satisfaction of IT Engineer. Note: Contractor is advised to confirm the cable running length before commencement of work and termination as per site requirements. | Rm. | 2250 | 1700 | 3825000 | |
| 1047 | Supply, laying, termination, testing and commissioning of 48C, Single Mode Tight Buffered Fiber Optic Cable to Server Rack in already installed cable tray / conduit, as shown in drawings including termination and tagging at both ends, as per standard specifications with all termination accessories up to entire satisfaction of IT Engineer. Note: Contractor is advised to confirm the cable running length before commencement of work and termination as per site requirements. | Rm. | 50 | 2160 | 108000 | |
| 1048 | Supply, laying, termination, testing and commissioning of 25 Pair Cat-5E Copper Jelly filled Cable from Server Rack to IDF racks in already installed cable tray / conduit, as shown in drawings including termination & tagging at both ends, as per standard specifications with all termination accessories up to entire satisfaction of IT Engineer. Note: Contractor is advised to confirm the cable running length before commencement of work and termination as per site requirements. | Rm. | 3900 | 2950 | 11505000 | |
| 1049 | Installation, testing and commissioning by Manufacturer Authorized Agent / Dealer and handing over complete Voice & Data System to Owner with Providing Training voice data fuke & OTDR Testing,as build drawing,Rack layouts and certification's Principal, complete equipment's Manual and Warranty Documents to Owners representative. | Job. | 1 | 1000000 | 1000000 | |
| 1050 | ADDRESSABLE FIRE ALARM SYSTEM | |||||
| 1051 | Supply, installation, testing & commissioning of following items for Addressable Fire Alarm System including all communication, power and controlling accessories, housings, mounting brackets, suspension rods etc. required for completion of the system, as per drawing and specification. Complete in all respect. | |||||
| 1052 | Supply, laying, tagging, termination, testing and commissioning of wiring for complete Fire Alarm System with 2C-1.5 Sq.mm shielded, twisted pair Fire Resistant Cable (2 hrs. rated) (FP-200 gold Equivalent) in already installed 25mm dia PVC conduit concealed, (M.S conduit for surface) etc., including any wiring between fire alarm control panel and other's systems control panel's etc. Complete in all respect. | Rm. | 24600 | 567.5 | 13960500 | |
| 1053 | Supply, installation, testing and commissioning of Addressable Photoelectric Smoke Detector with base and back box, as per drawing and specification, complete in all respect. | No. | 1198 | 17595 | 21078810 | |
| 1054 | Supply, installation, testing and commissioning of Addressable Photoelectric Heat Detector with base and back box, as per drawing and specification, complete in all respect. | No. | 238 | 17595 | 4187610 | |
| 1055 | Supply, Installation, Testing and Commissioning of Addressable Dual Action Manual Pull Station / Call Point with base and back box, as per drawing and specification, complete in all respect. | No. | 224 | 21995 | 4926880 | |
| 1056 | Supply, Installation, Testing and Commissioning of Addressable Dual Action Manual Pull Station / Call Point (Weatherproof type) with base and back box, as per drawing and specification, complete in all respect. | No. | 74 | 39590 | 2929660 | |
| 1057 | Supply, Installation, Testing and Commissioning of Addressable Sounder with flasher / Strobe with base and back box, as per drawing and specification, complete in all respect. | No. | 100 | 24195 | 2419500 | |
| 1058 | Supply, Installation, Testing and Commissioning of Addressable Sounder with flasher / Strobe (Weatherproof type) with base and back box, as per drawing and specification, complete in all respect. | No. | 122 | 57187.5 | 6976875 | |
| 1059 | Supply, Installation, Testing and Commissioning of Beam Detector (Transmitter & Receiver complete set) with base and back box, complete in all respect. | No. | 2 | 351925 | 703850 | |
| 1060 | Supply, Installation, Testing and Commissioning of Input / Output Module (Zone Control Module), including with all required equipments and cabling, complete in all respect. | No. | 372 | 76980 | 28636560 | |
| 1061 | Supply, Installation, Testing and Commissioning of 10 Loop Analogue Intelligent Addressable Main Fire Alarm Control Panel (MFACP) including all necessary accessories,including Backnet Card for Interfacing of Panels to BMS with soft Programming and integration with EVAC System, required FR cable from panel to GCC, identification, tagging etc. and 3Hrs battery back up as per drawing and specification, complete in all respect. | No. | 2 | 1868390 | 3736780 | |
| 1062 | Supply, Installation, Testing and Commissioning of 4 Loop Analogue Intelligent Addressable Fire Alarm Control Panel (FACP) including all necessary accessories, including Backnet Card for Interfacing of Panels to BMS with soft programming and integration, identification tagging etc. and 3Hrs battery back up, as per drawing and specification, complete in all respect. | No. | 2 | 830395 | 1660790 | |
| 1063 | Supply, Installation, Testing and Commissioning of Addressable Fire Alarm Repeater Panel including all necessary accessories, including Backnet Card for Interfacing of Panels to BMS with soft programming and integration, identification tagging etc. and 3Hrs battery back up, as per drawing and specification, complete in all respect. | No. | 2 | 332155 | 664310 | |
| 1064 | Supply, laying, tagging, termination, testing and commissioning of wiring from Main FACP to FACP and FARP with 2x1.5 sq.mm FP200 Class A cable with 3 hours Fire rating Cable in already installed 25mm dia UPVC conduit buried / surface as per drawings with all conduit accessories, junction boxes, pull boxes etc. complete in all respects as per drawings and specifications. | Rm. | 400 | 500 | 200000 | |
| 1065 | Supply, Installation, Testing and Commissioning of Backnet Card For Interfacing of Panels to BMS with soft programming and integrationm as per drawing and specification, complete in all respect. | Job | 1 | 721980 | 721980 | |
| 1066 | Supply, Installation, Testing and Commissioning of Graphic Command Center as per drawing and specification, complete in all respect. | Job | 1 | 3128580 | 3128580 | |
| 1067 | Supply, installation, testing and commissioning of Monitor Module FM 200, as per drawing and specification, complete in all respect. | No. | 3 | 70380 | 211140 | |
| 1068 | Supply, Installation, Testing and Commissioning of Distributed Panel, Dual Channel, 100W, complete in all respect. | No. | 1 | 885000 | 885000 | |
| 1069 | Supply, Installation, Testing and Commissioning of Fire Phone cabinet including Handset, complete in all respect. | No. | 1 | 714140 | 714140 | |
| 1070 | Supply, Installation, Testing and Commissioning of Fire Phone jacks with plates, complete in all respect as per specification and drawings. | No. | 120 | 42756 | 5130720 | |
| 1071 | Supply, Installation, Testing and Commissioning of Fire Phone cabling with 2C-1.5 Sqmm FP200 2H Fire Resistant cable in already installed 25mm dia PVC conduit concealed, complete in all respects as per drawings and specifications. | Rm. | 480 | 1135 | 544800 | |
| 1072 | Installation, Testing & Commissioning, Software, Programming by Manufacturer Authorized Agent / Dealer, License Fee and handing over complete Fire Alarm system & Fire Telephone system to owner with providing training, SOP, cause and effect sheet complete equipment's manual and warranty documents to Owner's Representative. | Job | 1 | 700000 | 700000 | |
| 1073 | PUBLIC ADDRESS SYSTEM | |||||
| 1074 | Supply, installation, testing and commissioning of following items for Public Address System, described below including all accessories, mounting brackets, installation accessories, wiring etc. as per drawings and specifications, complete in all respect. | |||||
| 1075 | Supply, laying, tagging, termination, testing and commissioning of wiring for complete Public Address System with 2C-1.5 Sq.mm Fire Resistant Cable (2 hrs. rated)(FP-200 gold Equivalent) in already installed 25mm dia PVC conduit, concealed (M.S conduit for surface.) etc. as per drawings and specifications, complete in all respect. | Rm. | 4815 | 851.25 | 4098768.75 | |
| 1076 | Providing, Wiring and Testing of PA Microphone points with Microphone cable in already installed 25mm dia PVC conduit, recessed / surface in wall and ceiling, complete in all respects. | Rm. | 300 | 15127.5 | 4538250 | |
| 1077 | Supply, installation, testing and commissioning of Public Address System complete with all connecting accessories comprising of the following equipment with complete connecting accessories, as per drawing and specification, complete in all respect. | |||||
| 1078 | IP Based System Manager Zone Modular type with voice Alarm controller , EN54 compliant, 20 monitored speaker outputs, 4x500W Class-D Amplifier module, 4 Audio Input Line/Mic, 10 contact inputs, Stand by Amplifier Slot, Matrix EN54 approved, 4 general balanced audio inputs (microphone/line level) and 2 inputs for upto 8 remote microphones including upto two emergency microphones, Frequency range: 40 – 16.000 Hz, Signal-to-noise ratio: > 60 dB (A-rated), THD: < 1% at, Operating voltage: 31 VDC, Voltage range: 20 VDC to 34 VDC, allows a simultaneous broadcast of two different audio signals per frame to achieve an interruption-free BGM operation during a paging, built-in Network Adapter, complete with battery backup, as per drawing and specification, complete in all respects. | No. | 1 | 3979706.25 | 3979706.25 | |
| 1079 | IP Based System Manager Zone Modular type with voice Alarm controller , EN54 compliant, 20 monitored speaker outputs, 2x500W Class-D Amplifier module, 4 Audio Input Line/Mic, 10 contact inputs, Stand by Amplifier Slot, Matrix EN54 approved, 4 general balanced audio inputs (microphone/line level) and 2 inputs for upto 8 remote microphones including upto two emergency microphones, Frequency range: 40 – 16.000 Hz, Signal-to-noise ratio: > 60 dB (A-rated), THD: < 1% at, Operating voltage: 31 VDC, Voltage range: 20 VDC to 34 VDC, allows a simultaneous broadcast of two different audio signals per frame to achieve an interruption-free BGM operation during a paging, built-in Network Adapter, complete with battery backup, as per drawing and specification, complete in all respects. | No. | 1 | 3296475 | 3296475 | |
| 1080 | Power supply manager with Battery Backup, RJ45 female connector for connecting the system and cascade connection with shielded twisted pair straight cable and with indications battery check, charging circuit failure, battery failure (EN54 compliant), as per drawing and specification, complete in all respects. | No. | 2 | 823338.75 | 1646677.5 | |
| 1081 | Zone Selection Remote Microphone with 16 programable Keys and fault monitoring, EN54 compliant, as per drawings and specifications, complete in all respect. | No. | 2 | 915176.25 | 1830352.5 | |
| 1082 | Providing & Connecting of Inter Connects cables etc. | No. | 2 | 259623 | 519246 | |
| 1083 | 27U Rack Cabinet with Perforated Door to accommodate above equipments, located at Security room, as per drawing and specification, complete in all respects. | No. | 2 | 152130 | 304260 | |
| 1084 | 12U Rack Cabinet with Perforated Door to accommodate above equipments, located at Security room, as per drawing and specification, complete in all respects. | No. | 3 | 59575 | 178725 | |
| 1085 | Supply, installation, testing and commissioning of following type Speakers of Architect Approved color with all mounting and installation accessories, steel wire and holding arrangements, as per drawing and specification, complete in all respects. | |||||
| 1086 | 6W Ceiling / Surface mounted Speakers with fire dome and Tapping Transformers (1,1.5,3,4.5,6W), EN54 Compliant. | No. | 304 | 17721 | 5387184 | |
| 1087 | 30W Horn Type Speaker IP-65 H, Circular 20", En 54 -24 Compliant, IP65. | No. | 9 | 101776.5 | 915988.5 | |
| 1088 | 30W Wall mounted Premium Sound Cabinet loudspeaker with Tapping, ABS Enclosure IP65. | No. | 24 | 60544 | 1453056 | |
| 1089 | 30W Hanging Type Pendent Speaker IP65 (EN 54-24) Ral Base ReflexType Black Color. | No. | 11 | 64840 | 713240 | |
| 1090 | Supply, installing, testing and commissioning of 150W room Mixer Amplifier for Prayer Area, as per drawing and specifications, complete in all respect. | No. | 1 | 454340 | 454340 | |
| 1091 | Supply, installing, testing and commissioning of 150W room Mixer Amplifier for Board Room, as per drawing and specifications, complete in all respect. | No. | 1 | 454340 | 454340 | |
| 1092 | Supply, installing, testing and commissioning of 240W room Mixer Amplifier for Multipurpose, as per drawing and specifications, complete in all respect. | No. | 1 | 688035 | 688035 | |
| 1093 | Supply, installation, testing and commissioning of Push To Talk Microphone, as per drawing and specification, complete in all respects. | No. | 2 | 168755 | 337510 | |
| 1094 | Supply, installation, testing and commissioning of Color Microphone for Imam, as per drawing and specification, complete in all respects. | No. | 1 | 194715 | 194715 | |
| 1095 | Supply, installation, testing and commissioning of Microphone with boom for Azan, as per drawing and specification, complete in all respects. | No. | 1 | 129810 | 129810 | |
| 1096 | Installation, testing and commissioning, Programming by Manufacturer Authorized Agent / Dealer and handing over complete Public Address / Voice Alarm System to Owner with providing training, SOP, complete equipment's manual and warranty documents to Owners representative. | Job | 1 | 750000 | 750000 | |
| 1097 | CENTRAL BATTERY SYSTEM | |||||
| 1098 | Supply, installation, testing and commissioning of following items for Central Battery System including all communication, power and controlling accessories, housings, mounting brackets, suspension rods etc. required for completion of the system, as per drawing and specification. Complete in all respect. | |||||
| 1099 | Central Battery System (CBS) including Battery bank with min 90 min battery backup of full load and submit calculations for justification of providing load, built-in charger, battery cabinet with Sealed Lead acid batteries, Interface between CBS to BMS / Fire Alarm over BACNET Protocol, interface card, identification tagging etc. as per drawings and specification, complete in all respect. | Job | 3 | 3786359 | 11359077 | |
| 1100 | Central Monitoring System with Software including latest PC, all necessary accessories, programming and integration with building management system over BACNET Protocol, identification tagging etc. as per drawing and specification, complete in all respect. | Job | 3 | 1895935.625 | 5687806.875 | |
| 1101 | Supply, installation, testing and commissioning of following Standalone central battery system based Emergency / Exit lights with all drivers and accessories, as per drawing and specification, complete in all respect. | |||||
| 1102 | 7W Emergency LED light (Non-maintained type), Ceiling / Surface mounted, IP-20 rated, Standalone CBS based, EN Listed, as per specification and drawing, complete in all respect. | No. | 626 | 35545 | 22251170 | |
| 1103 | 7W Emergency LED light (Non-maintained type), Wall mounted, IP-20 rated, Standalone CBS based, EN Listed, as per specification and drawing, complete in all respect. | No. | 85 | 35545 | 3021325 | |
| 1104 | 7W Emergency LED light (Non-maintained type), Ceiling / Recessed mounted, IP-65 rated, EN Listed, Standalone CBS based, EN Listed, as per specification and drawing, complete in all respect. | No. | 12 | 35545 | 426540 | |
| 1105 | 7W Emergency LED light (Non-maintained type), Wall mounted, IP-65 rated, EN Listed, Standalone CBS based, EN Listed, as per specification and drawing, complete in all respect. | No. | 38 | 35545 | 1350710 | |
| 1106 | 8W, Exit light (maintained type), Standalone CBS based, 24m viewing, Directional Pandent, IP-65 rated, UL 924 Listed, as per specification and drawing, complete in all respect. | No. | 249 | 57632 | 14350368 | |
| 1107 | Supply, installation, testing and commissioning of Circuit Wiring from CBS to EM/EXIT Lights and interface each panel with 2C, 1.5 Sq.mm 2 Hours rated Fire rated cable in already installed 25mm dia PVC conduit with all accessories as per drawing & specification, complete in all respect. Actual length at site shall be paid. Note: Contractor is advised to confirm the actual cable running lengths as per site conditions before commencement of work/ordering of cables. | Rm. | 9112 | 1021.5 | 9307908 | |
| 1108 | Supply, installation, testing and commissioning of Core i7 Work Station, 6/7th Generation, complete with Dual VGA Card & Licensed windows 10, as per drawing and specifications, complete in all respect. | No. | 3 | 995235 | 2985705 | |
| 1109 | Testing, Commissioning, Software, Programming by Manufacturer Authorized Agent / Dealer and handing over complete Central Battery System to owner with providing training, SOP, cause and effect sheet complete equipment's manual and warranty documents to Owner's Representative. | Job. | 1 | 3708750 | 3708750 | |
| 1110 | CONDUITS & PIPES | |||||
| 1111 | Supply and laying of following size inner dia PVC / uPVC Class-D pipe / Flexible PVC Conduit including all accessories, as per drawings and specification etc., complete in all respect. | |||||
| 1112 | 25 mm dia PVC Conduit | Rm. | 10 | 190 | 1900 | |
| 1113 | 38 mm dia PVC Conduit | Rm. | 10 | 430 | 4300 | |
| 1114 | 50 mm dia PVC Conduit | Rm. | 15 | 655 | 9825 | |
| 1115 | 75 mm dia PVC Conduit | Rm. | 10 | 870 | 8700 | |
| 1116 | 100 mm dia PVC Conduit | Rm. | 10 | 1155 | 11550 | |
| 1117 | 38 mm dia uPVC Conduit (Class-D) | Rm. | 10 | 705 | 7050 | |
| 1118 | 50 mm dia uPVC Conduit (Class-D) | Rm. | 10 | 1080 | 10800 | |
| 1119 | 25 mm dia Flexible PVC Conduit | Rm. | 10 | 185 | 1850 | |
| 1120 | Supply and laying of following size inner dia UPVC Pipe Class-D for Telecommunication Cables (copper / optic fiber), buried in ground / under roads / under floor as per specification, including excavation for laying of pipe, bricks, warning tape and backfilling with new and fresh sand (6" under and 6" above pipe) etc., (whereever required), as shown on the specifications and drawings, complete in all respect. | |||||
| 1121 | 50mm dia uPVC Pipe (Class-D) | Rm. | 10 | 1600 | 16000 | |
| 1122 | Supply and laying of following size inner dia G.I Pipe as race ways with all accessories surface / recessed on wall / column / under floor, as per drawings and specification etc., complete in all respect. | |||||
| 1123 | 25 mm dia G.I. Pipe | Rm. | 30 | 1385 | 41550 | |
| 1124 | 32 mm dia G.I. Pipe | Rm. | 20 | 1795 | 35900 | |
| 1125 | Supply and installation of following Pull Boxes with all installation accessories, as per specifications, drawings and approved brands, complete in all respect. | |||||
| 1126 | 300 mm x 150 mm | No. | 5 | 15510 | 77550 | |
| 1127 | 150 mm x 150 mm | No. | 5 | 7700 | 38500 | |
| 1128 | Providing and Construction of Manhole Size 3'-0" x 3'-0" x 3'-0" deep, 6"thick, concrete 1:2:4 ratio with round heavy duty cast iron cover, 100% water proof, as per drawings and specification etc., complete in all respect. (For Electrical cables) | No. | 1 | 90000 | 90000 | |
| 1129 | CABLE TRAYS | |||||
| 1130 | Supply, fabricating, erecting, fixing and installing of following size of base perforated Cable Tray Complete with covers where indicated on the drawings/specifications. Tray thickness as per the specification based on tray width. Including Manufacturer's standard supports and fixing accessories. complete with factory-made fittings and support system. and necessary required hardware etc. Complete in all respect as shown in drawings and specification or as directed by the Engineer. | |||||
| 1131 | 450 mm x 100 mm for ELV Cables | Rm. | 470 | 11395 | 5355650 | |
| 1132 | 300 mm x 100 mm for ELV Cables | Rm. | 2600 | 8357.5 | 21729500 | |
| 1133 | 100 mm x 100 mm for ELV Cables | Rm. | 30 | 4245 | 127350 | |
| 1134 | PLUMBING WORKS | |||||
| 1135 | WATER SUPPLY: | |||||
| 1136 | PACKAGED PUMP SETS: | |||||
| 1137 | Supply, Installation, testing & commissioning of below mentioned Packaged pump sets including pump foundation, Pressure vessel, control panel, wiring from panel to pumps, valves, piping, accessories, etc. from Suction header to Discharge header, as indicated on the drawing, as per specifications and Engineers approval. | |||||
| 1138 | Cold Water Booster Pump Set - 01 (Duplex with VFD) Set: 1 Duty + 1 Support (35 GPM @ 80FT Head) each | Nos. | 1 | 3978982.17 | 3978982.17 | |
| 1139 | Irrigation Booster Pump Set - 01 (Duplex) Set: 1 Duty + 1 standby (60 GPM @ 100FT Head) | Nos. | 1 | 3659000 | 3659000 | |
| 1140 | COOLING TOWER MAKEUP WATER PUMP: | |||||
| 1141 | Supply, Installation, testing & commissioning of below mentioned Packaged pump sets including pump foundation, Pressure vessel, control panel, wiring from panel to pumps, valves, piping, accessories, etc. from Suction header to Discharge header, as indicated on the drawing, as per specifications and Engineers approval. | |||||
| 1142 | Constant Speed Cooling tower Makeup Pump Set (1 Duty + 1 Standby) Set: 1 Duty + 1 standby (40 GPM @ 50FT Head) | Nos. | 1 | 4201350.66 | 4201350.66 | |
| 1143 | TREATED WASTE WATER PUMP: | |||||
| 1144 | Supply, Installation, testing & commissioning of below mentioned Packaged pump sets including pump foundation, Pressure vessel, control panel, wiring from panel to pumps, valves, piping, accessories, etc. from Suction header to Discharge header, as indicated on the drawing, as per specifications and Engineers approval. | |||||
| 1145 | Constant Speed Treated water transfer Pump Set (1 Duty + 1 Standby) Flow = 200 GPM @ 430FT head | Nos. | 1 | 5891318.46 | 5891318.46 | |
| 1146 | ELECTRIC WATER HEATER: | |||||
| 1147 | Providing and fixing of Ceiling hung electric Water heater of below mentioned capacity with all accessories, Thermostat, Drain Tank, inlet and outlet valves, Air Vent, Pressure relief valve, Air relief valves as indicated in the drawings, as per specifications and engineers approval | |||||
| 1148 | EWH -(Capacity 50 Litres) | Nos. | 6 | 66520 | 399120 | |
| 1149 | EWH -(Capacity 80 Litres) | Nos. | 4 | 86740 | 346960 | |
| 1150 | EWH -(Capacity 100 Litres) | Nos. | 58 | 93200 | 5405600 | |
| 1151 | EWH -(Capacity 150 Litres) | Nos. | 4 | 150000 | 600000 | |
| 1152 | COLD & HOT WATER PIPING: | |||||
| 1153 | Supply, installation, testing and Commissioning of PPR PN - 20 Cold/Hot water pipes as per DIN 8077-8078 with molded fittings PN - 25 as per DIN 16962 of below mentioned Outer Diamaters, including pipe Hangers and supports, Anchors cutting, filling, testing/commissioning and all accessories like SS Unions, flanges, gaskets, nuts and bolts as indicated on the drawing, as per specifications and Engineers approval. | |||||
| 1154 | 15mm dia | RFT. | 70 | 280 | 19600 | |
| 1155 | 20mm dia | RFT. | 8360 | 370 | 3093200 | |
| 1156 | 25mm dia | RFT. | 1210 | 520 | 629200 | |
| 1157 | 32mm dia | RFT. | 1000 | 900 | 900000 | |
| 1158 | 40mm dia | RFT. | 400 | 1970 | 788000 | |
| 1159 | 50mm dia | RFT. | 680 | 3200 | 2176000 | |
| 1160 | 65mm dia | RFT. | 240 | 5120 | 1228800 | |
| 1161 | 75mm dia | RFT. | 990 | 5560 | 5504400 | |
| 1162 | 90mm dia | RFT. | 50 | 12930 | 646500 | |
| 1163 | 110mm dia | RFT. | 1090 | 13570 | 14791300 | |
| 1164 | 125mm dia | RFT. | 40 | 23270 | 930800 | |
| 1165 | 160mm dia | RFT. | 30 | 35360 | 1060800 | |
| 1166 | ISOLATION VALVES: | |||||
| 1167 | Providing and fixing of Gate valves of bronze material for diameter 50mm and smaller and Cast Iron material for Diameter greater than 50mm as per specifications and Engineers approval. | |||||
| 1168 | 20mm dia | Nos. | 30 | 4100 | 123000 | |
| 1169 | 25mm dia | Nos. | 55 | 5890 | 323950 | |
| 1170 | 32mm dia | Nos. | 62 | 6280 | 389360 | |
| 1171 | 40mm dia | Nos. | 25 | 10800 | 270000 | |
| 1172 | 50mm dia | Nos. | 8 | 14770 | 118160 | |
| 1173 | 65mm dia | Nos. | 50 | 103700 | 5185000 | |
| 1174 | 75mm dia | Nos. | 12 | 124140 | 1489680 | |
| 1175 | 100mm dia | Nos. | 18 | 152910 | 2752380 | |
| 1176 | NON RETURN VALVES: | |||||
| 1177 | Providing and fixing of non return Valve of Bronze Material for diameter 50mm and smaller and Cast Iron material for Diameter greater than 50mm as per type indicated in specifications and as per Engineers approval. | |||||
| 1178 | 32mm dia | Nos. | 4 | 23450 | 93800 | |
| 1179 | 50mm dia | Nos. | 2 | 31480 | 62960 | |
| 1180 | 65mm dia | Nos. | 2 | 41870 | 83740 | |
| 1181 | 75mm dia | Nos. | 10 | 55090 | 550900 | |
| 1182 | 100mm dia | Nos. | 16 | 80280 | 1284480 | |
| 1183 | 125mm dia | Nos. | 102470 | |||
| 1184 | 150mm dia | Nos. | 2 | 140880 | 281760 | |
| 1185 | 200mm dia | Nos. | 2 | 235330 | 470660 | |
| 1186 | PRESSURE REGULATING VALVE: | |||||
| 1187 | Providing and fixing of pilot controlled, hydraulically operated, diaphragm type Pressure Reducing Valve Assembly with a low by-pass capability of below mentioned diameter as per drawings, specifications and Engineers approval. | |||||
| 1188 | 50mm dia | Nos. | 2 | 142140 | 284280 | |
| 1189 | 65mm dia | Nos. | 2 | 587150 | 1174300 | |
| 1190 | 75mm dia | Nos. | 2 | 635160 | 1270320 | |
| 1191 | 100mm dia | Nos. | 6 | 1095590 | 6573540 | |
| 1192 | MIXING VALVES: | |||||
| 1193 | Supply and installation Thermostatic Type Missing Valve of Lead free Cast Copper Silicon alloy construction capable of withstanding 150 PSi pressure and 90C Temperature as indicated on the drawing, as per Specifications and Engineers approval. | |||||
| 1194 | 20mm dia | Nos. | 2 | 73990 | 147980 | |
| 1195 | 25mm dia | Nos. | 2 | 86580 | 173160 | |
| 1196 | 32mm dia | Nos. | 4 | 118060 | 472240 | |
| 1197 | PLUMBING SPECIALITIES: | |||||
| 1198 | Supply and installation of the following including all fittings, fixings, accessories, etc., as indicated on the drawing, as per Specifications and Engineers approval. | |||||
| 1199 | 1/2" dia. Bib Tap | Nos. | 85 | 12620 | 1072700 | |
| 1200 | 1" dia Air Relief Valve | Nos. | 50 | 11210 | 560500 | |
| 1201 | 4" dia foot valve | Nos. | 1 | 162210 | 162210 | |
| 1202 | 3" dia foot valve | Nos. | 1 | 154200 | 154200 | |
| 1203 | 4" Y-type Strainer | Nos. | 2 | 105840 | 211680 | |
| 1204 | 3" Y-type Strainer | Nos. | 2 | 80750 | 161500 | |
| 1205 | WATER TANK CONNECTIONS: | |||||
| 1206 | 4" dia Connection to existing Tubewell in Basement-4 including water meter, Gate valves, Level Indicate and Modulating Valve for Auto Shit off l etc. complete all in accordance with the drawing and specifications. | Job | 1 | 547230 | 547230 | |
| 1207 | 3" dia Connection to existing City Network including water meter, Gate valves, Level Indicate and Modulating Valve for Auto Shit off l etc. complete all in accordance with the drawing and specifications. | Job | 1 | 450200 | 450200 | |
| 1208 | 4" Goose neck for underground Water Tank & Grey Water tanks with Stainless steel Insect Mesh for insect as per drawing and specifications. | Nos. | 4 | 70220 | 280880 | |
| 1209 | Connection to overhead water tanks using Float switch or Pressure Switch | Nos. | 2 | 12500 | 25000 | |
| 1210 | Medium Duty PVC Cover For RCC water tanks | Nos. | 6 | 22500 | 135000 | |
| 1211 | Heavy Duty Covers For Sump pits | Nos. | 3 | 718600 | 2155800 | |
| 1212 | Heavy Duty Covers For Sump pits | Nos. | 3 | 987000 | 2961000 | |
| 1213 | IRRIGATION PIPING & ISOLATION VALVES: | |||||
| 1214 | Supply, installation, testing and commissioning of PVC class E pipe as per BS 4660, or conforming to ASTM D2241 with solvent joints including the cost of excavation, backfill and other fittings, all connections to be sealed properly with water proof material. Warning tape to be laid over the buried pipes, as per drawings, specifications and Engineer's approval. | |||||
| 1215 | 1" dia | RFT. | 550 | 420 | 231000 | |
| 1216 | 1 1/4" dia | RFT. | 385 | 550 | 211750 | |
| 1217 | 1 1/2" dia | RFT. | 410 | 720 | 295200 | |
| 1218 | 2"" dia | RFT. | 720 | 1250 | 900000 | |
| 1219 | ISOLATION VALVES | |||||
| 1220 | Supply, installation, testing and commissioning of PN-16 Ball Valves of PVC / cPVC material for diameter 50mm and smaller and Cast iron for Diameter above 50mm of Same brand as of piping, as per drawings, specifications and Engineer's approval. | |||||
| 1221 | 1" dia | Nos. | 26 | 2270 | 59020 | |
| 1222 | 1 1/4" dia | Nos. | 3 | 3820 | 11460 | |
| 1223 | 1 1/2" dia | Nos. | 3 | 4600 | 13800 | |
| 1224 | 2"" dia | Nos. | 6 | 5590 | 33540 | |
| 1225 | SUBMERSIBLE PUMPS: | |||||
| 1226 | Supply, Installation of below mentioned Stainless Steel Submersible pumps sets including, Guide Rails with Chain, Automatic control panel, Level indicator and High level warning indicator, connection with BMS System, wiring, Gate valves, Non Return Valves piping, accessories, etc., as indicated on the drawing, as per specifications and Engineers approval. | |||||
| 1227 | S.Steel Submersible Pump 01 & 02 (1 Duty + 1 Support/Standby) (70 GPM @ 100FT Head) | Set | 1 | 1417600 | 1417600 | |
| 1228 | S.Steel Submersible Pump 03 & 04 (1 Duty + 1 Support/Standby) (60 GPM @ 100FT Head) | Set | 1 | 1417600 | 1417600 | |
| 1229 | S.Steel Submersible Pump 05 & 06 (1 Duty + 1 Support/Standby) (60 GPM @ 100FT Head) | Set | 1 | 1417600 | 1417600 | |
| 1230 | SOIL, WASTE & VENT PIPING: | |||||
| 1231 | Providing and fixing, Sound Proof PP Pipes and fittings as per DIN 4109 and 4102 and Flame Retardant as per BS 4102 for above ground installations for Soil, Waste, Vent pipes including cleanout plug, clamps, hangers collars, supports, specials (bend, tees, Y-tee etc.) as indicated on the drawing, as per specifications and Engineers approval. | |||||
| 1232 | 1 1/2" dia | RFT. | 50 | 1560 | 78000 | |
| 1233 | 2" dia | RFT. | 1780 | 1730 | 3079400 | |
| 1234 | 3" dia | RFT. | 6490 | 1650 | 10708500 | |
| 1235 | 4" dia | RFT. | 3120 | 2630 | 8205600 | |
| 1236 | 6" dia | RFT. | 2390 | 4690 | 11209100 | |
| 1237 | 8" dia | RFT. | 20 | 26610 | 532200 | |
| 1238 | Providing and fixing, uPVC pipes and fittings as per BS EN 1401 (BS 4660) for below ground installations for Soil pipes including excavation, backfill, fittings (bend, tees, Y-tee etc.) as indicated on the drawing, as per specifications and Engineers approval. | |||||
| 1239 | 3" dia | RFT. | 700 | 1030 | 721000 | |
| 1240 | 4" dia | RFT. | 280 | 1600 | 448000 | |
| 1241 | PRESSURE PIPES: | |||||
| 1242 | Providing and fixing, uPVC pipes (Class D) and fittings as per BS 3505 and fittings to BS 4346 for Sump pit Drainage pipes and below ground installations for Soil pipes including fittings (bend, tees, Y-tee etc.) All connections to be sealed properly with water proof material. Warning tape to be laid over the buried pipes as indicated on the drawing, as per specifications and Engineers approval. | |||||
| 1243 | 2" dia | RFT. | 450 | 700 | 315000 | |
| 1244 | 3" dia | RFT. | 50 | 1510 | 75500 | |
| 1245 | DRAINAGE SPECIALITIES: | |||||
| 1246 | Providing and fixing of Sound Proof PP Multi floor trap with multiple dia inlet and Single outlet and cleanout plug of the approved self cleaning design with S.Steel grating as specified by the architect, as indicated on the drawing, as per specifications, architectural finishing schedule and Engineers approval. | Nos. | 280 | 15470 | 4331600 | |
| 1247 | Providing and fixing of PVC Roof Drains with Over Drain of Dome Type with PVC/Stainless Steel Dome with 150mm Outlet, as specified by the architect, as indicated on the drawing, as per specifications, architectural finishing schedule and Engineers approval. | Nos. | 12 | 21330 | 255960 | |
| 1248 | Providing and fixing of PVC Balcony Drains Skupper type with PVC Grating with 50mm side of bottom Outlet (as approved), as specified by the architect, as indicated on the drawing, as per specifications, architectural finishing schedule and Engineers approval. | Nos. | 38 | 5500 | 209000 | |
| 1249 | Providing and fixing of catch basin of 304 s.steel body of 2mm thickness with ductile iron grating of 25mm thickness and s.steel bucket 1.25mm thickness with perforated holes (detail as shown in b-3 as specified by the architect, as indicated on the drawing, as per specifications, architectural finishing schedule and engineers approval. | Nos. | 12 | 35980 | 431760 | |
| 1250 | Providing and fixing of Duco coated Ductile iron body Area drain 200mm diameter circular type with flashing flange, S.Steel strainer and heavy duty Stainless Steel grating with 110mm bottom outlet to BS EN 1329 push-fit piping COMPLETE SET WITH CONNECTORS as indicated on the drawing, as per specifications, architectural finishing schedule and Engineers approval. | Nos. | 48 | 22500 | 1080000 | |
| 1251 | Providing and fixing of floor drain channel with 8" wide and 6" deep ductile Iron grating for Waste and Storm Water collection as indicated on the drawing, as per specifications and Engineers approval. | RFT. | 260 | 6320 | 1643200 | |
| 1252 | Providing and fixing UPVC cowl for vent pipe of the following dia including all accessories complete in all respects. | |||||
| 1253 | 50 mm dia | Nos. | 60 | 550 | 33000 | |
| 1254 | 100 mm dia | Nos. | 140 | 610 | 85400 | |
| 1255 | 150 mm dia | Nos. | 140 | 1010 | 141400 | |
| 1256 | OIL & SAND INTERCEPTORS: | |||||
| 1257 | Supply and installation of Stainless Steel Centralized Oil & Sand interceptor (50 gpm) with Automatic Oil & Sand Recovery System, Stainless Steel Strainer, removable baffle assembly to be installed with Vent piping specified and shown on the drawing, as per specifications and Engineers approval. | Nos. | 1 | 212740 | 212740 | |
| 1258 | MANHOLES & GULLYTRAPS: | |||||
| 1259 | Construction of 32" x 32" Sanitary sewage manhole with 24" x 24" Heavy duty HDPE/ Polypropylene Man Hole Access covers with frame Medium Duty with 1000KG minimum bearing capacity As per BS-497:1976 (BS EN124:1994) cover as specified and shown on the drawing, as per specifications and Engineers approval. | Nos. | 2 | 128060 | 256120 | |
| 1260 | Construction of 32" x 32" Storm Water manhole with 24" x 24" Heavy duty HDPE/ Polypropylene Man Hole Access covers with frame Medium Duty with 1000KG minimum bearing capacity As per BS-497:1976 (BS EN124:1994) cover as specified and shown on the drawing, as per specifications and Engineers approval. | Nos. | 2 | 128060 | 256120 | |
| 1261 | EXTERNAL CONNECTION: | |||||
| 1262 | Connection to external Sewage network, after obtaining approval from CDA / local authorities including the cost of excavation, Piping as specified and shown on the drawing, as per specifications and Engineers approval. | Job | 1 | 250000 | 250000 | |
| 1263 | PLUMBING FIXTURES: | |||||
| 1264 | Providing and fixing of Floor mounted European type water closet, with dual flush Tank having 6.0 liters main flush tank and 4.0 liters secondary flush tank, build in S-Trap , Stop cock, flexible pipe as specified by the architect in Fixture schedule, per drawings, specifications and Engineers Approval. | Nos. | 130 | 64180 | 8343400 | |
| 1265 | Fixing Asia type water closet with dual flush Tank of 6.0 liters main flush and 3 liters secondary flush, build in S/P-Trap , Stop cock with flexible pipe as specified by architect in Fixture schedule, per drawings, specifications and Engineers Approval. | Nos. | 35 | 38350 | 1342250 | |
| 1266 | Providing & Fixing semi pedestal type wash basin with mixer having flow of 6.0 lpm or less with two (2) nos. Stop cocks, Flexible Connection , flexible drain pipe to floor drain as specified by architect in Fixture schedule, per drawings, specifications and Engineers Approval. | Nos. | 135 | 55530 | 7496550 | |
| 1267 | Providing & Fixing of Shower head with shower mixer having maximum flow of 8.5 lpm, as specified by architect in Fixture schedule, per drawings, specifications and Engineers Approval. | Nos. | 6 | 43780 | 262680 | |
| 1268 | Providing & Fixing Single Compartment 304 stainless Steel kitchen Sink with mixer having maximum flow of 6.0 lpm, waste trap, Stop cocks with flexible pipes, Flexible drain pipe as specified by architect and kitchen Consultant in Fixture schedule, as per drawings, specifications and Engineers Approval. | Nos. | 28 | 79740 | 2232720 | |
| 1269 | ACCESSORIES: | |||||
| 1270 | Supply, Installation and fixing bath toilet accessories as under: | |||||
| 1271 | Toilet Paper Holder | Nos. | 130 | 4040 | 525200 | |
| 1272 | Hand Spray / Muslim shower | Nos. | 165 | 4840 | 798600 | |
| 1273 | Liquid Soap Dispenser/ Soap dish | Nos. | 145 | 4040 | 585800 | |
| 1274 | WC Cleaning Brush | Nos. | 130 | 800 | 104000 | |
| 1275 | Robe Hooks | Nos. | 209 | 2900 | 606100 | |
| 1276 | Towel Railing | Nos. | 60 | 6300 | 378000 | |
| 1277 | Hand Dryer | Nos. | 48 | 31490 | 1511520 | |
| 1278 | GENERAL MECHANICAL SYSTEM: | |||||
| 1279 | Specification Section 15440, 15519: | |||||
| 1280 | Painting and Finishes | |||||
| 1281 | Providing Painting and Finishing including stenciling and identification tags as specified in technical specifications and as directed by the Engineer In charge, complete in all respect. | Job | 1 | 950000 | 950000 | |
| 1282 | Shop Drawing & As-Built Drawings | |||||
| 1283 | Providing Shop Drawings and As Built Drawings in A1 size with Electronic Copies, as specified in specifications, complete in all respect and as directed by the Engineer in charge. | Job | 1 | 250000 | 250000 | |
| 1284 | Test Run | |||||
| 1285 | Providing two months Test Run in summer / winter, as specified in specifications, as advised by the Consultant/Client and as directed by the Engineer in charge. After satisfactory completion of test run, a certificate will be issued to the Contractor. | Job | 1 | 500000 | 500000 | |
| 1286 | Providing and installation of 10 inch dia test bore complete in all respect (if sub soil water is not achieved) | Job | 1 | 1800000 | 1800000 | |
| 1287 | TUBE WELL | |||||
| 1288 | Drilling, construction, development and testing of one perfectly vertical 16-inch dia tube well to a minimum depth of 600 ft, complete with 12-inch dia PVC Class-E plain and slotted screen casing, couplers and accessories, approved graded gravel filter pack, cement/bentonite grouting and sanitary sealing, borehole development, flushing and disinfection, water-level measurements, step-drawdown, constant-rate pumping and recovery tests, water sampling and laboratory testing, and all necessary materials, labour, equipment, transportation, mobilization and demobilization, including coordination and acquiring NOC from CDA before start of work and all incidental works necessary to complete and commission a fully operational tube well capable of demonstrating a minimum sustainable yield of 60,000 gallons/day, complete in accordance with the specifications and to the satisfaction of the Engineer. | Job | 1 | 6000000 | 6000000 | |
| 1289 | Supply, install, test and commission one stainless steel submersible borehole pump complete with submersible motor, control panel, power cable, riser pipe, non-return valve, isolation valve, wellhead assembly, piping, fittings, supports, accessories, electrical connections, testing and commissioning, having a duty of 100 GPM at 600 ft total dynamic head with a 30 HP motor, complete in accordance with the drawings, specifications, and Engineer's approval | Job | 1 | 3502318.5 | 3502318.5 | |
| 1290 | Providing and installation of 16 inch dia test bore(minimum 600ft depth) complete in all respect (if sub soil water is not achieved) | Job | 1 | 2000000 | 2000000 | |
| 1291 | Submission of water quality report as per WHO standards and as mentioned in specification. | Job | 1 | 200000 | 200000 | |
| GRAND TOTAL: | Rs 2,538,599,183.88 |
As per BOQ, drawings and other bidding documents
For Individual Jobs
| # | Job Title | Quantity | Unit Price (PKR) | Total Price (PKR) | Delivery Location | Delivery Period / Year | Country of Origin |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| 2 |
| # | Lot Title | Total Lot Price (PKR) | Country of Origin |
|---|---|---|---|
| 1 | [Lot 1 Title] |
Red Book:
© FIDIC 2017. All rights reserved.
The Conditions of Contract are the “General Conditions” which form part of the “Conditions of Contract for Construction for Building and Engineering Works Designed by the Employer (“Red book”) Second edition 2017” published by the Federation Internationale Des Ingenieurs – Conseils (FIDIC) and the following “Particular Conditions” which shall complement the General Conditions of the Contract.
The successful Bidder, upon contract award, shall be required to furnish two (02) copies of aforementioned “General Conditions” for incorporation in the Works Contract.
International Federation of Consulting Engineers (FIDIC) FIDIC
Bookshop – Box- 311 – CH – 1215 Geneva 15, Switzerland
Fax: +41 22 799 49 054
Telephone: +41 22 568 0500
E-mail: fidic@fidic.org
Website: www.fidic.org
FIDIC code: ISBN13: 978-2-88432-084-9
Particular Conditions
(Mandatory Provisions not to be amended/substituted)
The Particular Conditions (PCC) complement the General Conditions (GCC) to specify dates, contractual requirements, and special circumstances related to the Works. The PCC consists of two parts, Part A - Contract Data and Part B - Special Provisions. The provisions to be found in the Special Provisions (Particular Conditions - Part B) take precedence over the equivalent provisions found under the same Sub-Clause number(s) in the General Conditions, and the provisions of the Contract Data (Particular Conditions - Part A) take precedence over the Special Provisions (Particular Conditions - Part B).
Sub-Clause 1.1.27
Defects Notification Period (DNP): 365 Days
Sub-Clause 1.1.31
Employer's name & address: Securities & Exchange Commission of Pakistan (SECP), Engr. Anwar Ghani - Project Director Project Management Unit
4th Floor, NICL Building, Jinnah Avenue
051-9195437/051-9195474
Sub-Clause 1.1.35
Engineer's name & address: EA Consulting
Plot#25, Mauve Area, G11/1 Islamabad
Sub-Clause 1.1.84
Time for Completion: 660 days for whole of the works
Sub-Clause 1.3 (a)(ii)
Agreed method of electronic transmission: Agreed
The Electronic Transmission Methods are EPADS V 2.0
Sub-Clause 1.3 (d)
Address of Empoyer for Communications: Project Management Unit
4th Floor, NICL Building, Jinnah Avenue
051-9195437/051-9195474
Address of Engineer for Communications:
Plot#25, Mauve Area, G11/1 Islamabad
Sub-Clause 1.4
Contract shall be governed by the law of: Islamic Republic of Pakistan
Ruling language: English
Language for communications: English
Sub-Clause 2.1
After receiving the Letter of Acceptance, the Contractor shall be given right of access to all or part of the Site within: 30 days after Commencement Date
Sub-Clause 2.4
Employer’s financial arrangements:
Own Funds
Sub-Clause 3.2 (e)(ii)
Engineer’s Duties and Authority: Variation resulting in an increase of the Accepted Contract Amount in excess ofone percent (1%)subject to accumulative Variations not exceeding five percent (5%)of the Accepted Contract Amount
Sub-Clause 4.2
Performance Security (as percentage of the Accepted Contract Amount in Currencies): 10.00%
Form of Performance Guarantee: Bank Guarantee
Sub-Clause 4.2.1
List of Insurance Companies:
NA
Sub-Clause 4.7.2
period for notification of errors in the items of reference: Twenty Eight (28) days
Sub-Clause 4.19
Period of payment for temporary utilities: Each Month
Sub-Clause 5.1 (a)
Maximum allowable accumulated value of work subcontracted (as a percentage of the Accepted Contract Amount): 30 %
Sub-Clause 5.1 (b)
Parts of the Works for which subcontracting is not permitted: 70
Civil Works should not be sub-contracted while specialized jobs i.e. Electrical and Plumbing Works may be permitted
Sub-Clause 6.5
Normal working hours on the Site: 8
Sub-Clause 8.3
Number of additional paper copies of programmes: 3
Sub-Clause 8.8 & 14.15(b)
Delay Damages payable for each day of delay 0.01% of the Accepted Contract Amountfor delay in completion of whole of the Works
Sub-Clause 8.8
Maximum amount of Delay Damages 10.00 % of the Accepted Contract Amount
Sub-Clause 8.14
Applicability of Incentives for Early Completion No
Sub-Clause 12.3
Percentage profit (Not more than 10%): Nil
Sub-Clause 13.4.(b)(ii)
Percentage rate to be applied to Provisional Sums for overhead charges and profit: Twenty Five percent (25%)
Sub-Clause 14.2
Total Advance Payment: Fifteen percent (15%) of the Accepted Contract Amount excluding Provisional Sums payable in the currencies and proportions in which the Accepted Contract Amount is payable
Sub-Clause 14.2.1
Advance Payment Insurance Not Allowed
Sub-Clause 14.2.3
Percentage deductions for the repayment of the Advance Payment: Deduction shall be made at the amortization rate of 17.5 % of the value of the Works executed of each IPC as provided in paragraph (i) of Sub-Clause GCC 14.3, starting from 2nd IPC provided that the advance payment shall be completely repaid prior to the time when 90% of the Accepted Contract Amount less Provisional Sums has been certified for payment. It may be more than 17.5% in the last instalment to ensure full repayment.
Sub-Clause 14.3
Period of payment One Month
Sub-Clause 14.3(b)
Number of additional paper copies of Statements: 2
Sub-Clause 14.3 (iii)
Percentage of retention: Seven percent (7%)
Sub-Clause 14.3 (iii)
Limit of Retention Money (as a percentage of the Accepted Contract Amount): Five percent (5%)
Sub-Clause 14.5(b)(i)
Plant and Materials for payment when shipped: Plant and Materials under Bill of “Imported Plant and Materials”
Sub-Clause 14.5(c)(i)
Plant and Materials for payment when delivered to the Site: Plant and Non Perishable Materials
Sub-Clause 14.6.2
Minimum amount of Interim Payment Certificate (IPC): Yes
The Minimum Amount IPC is 35M consisting of 50% Adhoc (10 working days) and 50% remaining payment (01 month). Deductions for Mobilization Advance, retention money, applicable taxes shall be made at the remaining payment stage.
[Employer to give value not exceeding one fifth of the average expected value of Interim Payment Certificate]
Sub-Clause 14.7(a)
Period of payment of Advance Payment to the Contractor: 14 days
Sub-Clause 14.7b(i)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.6: 30 days
Sub-Clause 14.7b(ii)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.13 (Final Payment): 56 days
Sub-Clause 14.7(c)
Period for the Employer to make final payment to the Contractor: 56 days
Sub-Clause 14.8
Financing charges for delayed payment Local Currency (PKR):
6-Month KIBOR (Offer) +3% per annum.
Foreign Currency:
USD
6-Month SOFR (Secured Overnight Financing Rate for USD) +1% per annum.
EURO
6-Month EURIBOR (EURO Interbank Offered Rate for EURO) +1% per annum.
Others
Appropriate rates +1% (for other foreign currencies, Ref. Schedule-A, A-4 to Bid).
Sub-Clause 14.11.1(b)
Number of additional paper copies of draft Final Statements: 2
[insert number of copies say six (06)]
Sub-Clause 14.15
Currencies of payment of Contract Price: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(a)(i)
Proportions or amounts of Local and Foreign currencies: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(c)
Currencies and proportions for payment of Delay Damages: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(f)
rates of exchange: as stated in the Table IV of Schedule A (If Given)
Sub-Clause 17.2(d)
Forces of nature, the risks of which are allocated to the Contractor: Nil
Sub-Clause 19.1
Permitted deductible limits:
i) insurance required for the Works: Ten percent (10%) of loss amount on each & every loss
ii) insurance required for Goods: Nil
iii) insurance required for liability for breach of professional duty: Nil
iv) insurance required against liability for fitness for purpose (if any is required): Nil
v) insurance required for injury to persons and damage to property: Nil
vi) insurance required for injury to employees: Nil
vii) other insurances required by Laws and by local practice : Nil
Periods for submission of insurance:
a) evidence of insurance: Not later than the Commencement Date
b) relevant policies: Within twenty eight (28) day from the Commencement Date
Sub-Clause 19.2.1(b)
Additional amount to be insured (as a percentage of the replacement value): 15% of the replacement value (Accepted Contract Amount)
Sub-Clause 19.2.2
Extent of insurance required for Goods: From Ex-Works (i.e., works, factory, warehouse, etc) to delivery at the Site
Amount of insurance required for Goods: Full replacement value
Sub-Clause 19.2.3(a)
Amount of insurance required for liability for breach of professional duty: Full replacement value of the Works to be designed by the Contractor
Sub-Clause 19.2.3(b)
Insurance required against liability for fitness for purpose: Yes
Sub-Clause 19.2.3
Period of insurance required for liability for breach of professional duty: Until the date of issuance of Performance Certificate
Sub-Clause 19.2.4
Amount of insurance required for injury to persons and damage to property: Injury to person and Fatal case:
in accordance with Workmen Compensation Act
Damage to Property: The Amount of Insurance Required for Person Injury is in accordance with Workmen Compensation Act
The Amount of Insurance Required for Damage to Property is 30M as per his assessment of the adjoining property(ies) other than the Works]
without limit to the number of incidents
Sub-Clause 19.2.6
Other insurances required by Laws and by local practice: All insurances as applicable, to the extent of execution of the project, under Federal and Provincial laws of Islamic Republic of Pakistan
Sub-Clause 21.1
Time for appointment of the DAAB: Within 28 days from the Commencement Date.
In case the Accepted Contract Amount is lesser than PKR one (01) billion, appointment of the DAAB shall be made when Dispute arises between the Parties.
Sub-Clause 21.1
The DAAB shall comprise 3
[insert either “a sole Member” or “Three Members”]
[For a Contract estimated to cost above PKR 2.5billion, the DAAB shall comprise of three members. For a Contract estimated to cost between PKR1billion and PKR2.5billion, the DAAB may comprise of three members or a sole member. For a Contract estimated to cost less than PKR1billion, a sole member is recommended.]
Sub-Clause 21.1
List of proposed members of DAAB
- proposed by Employer
TBD
TBD
TBD
Sub-Clause 21.2
Appointing entity (official) for DAAB members Managing Director Public Procurement Regulatory Authority (PPRA) or Chairman Pakistan Engineering Council (PEC) from the list of PEC approved arbitrators published at its website
Sub-Clause 21.6
Rules of Arbitration: PEC Rules of Conciliation and Arbitration or Pakistan Arbitration Act of 1940, if the former is inactive.
The place of Arbitration shall be in the Employer’s country: ISLAMABAD PAK
[Insert name of city]
PartB - Special Provisions
1.1 Definitions
1.1.76 “Specification”
Following is added at the end:
“and consists of two parts i.e.,
i) “Part A - Specific Provisions”; and
ii) “Part B - Technical Provisions”.”
1.2 Interpretation
“and” is deleted from the end of sub-paragraph (i) and added at the end of sub-paragraph (j).
Sub-paragraph (k) is added:
“(k) The word “tender” is synonymous with “bid” the word tenderer with “bidder”, the words “tender documents” with “bidding documents” and “Schedule of Prices” with “Bill of Quantities”, as applicable.”
1.5 Priority of Documents The documents listed at (a) through (k) of this Sub-Clause are deleted and substituted with the following:
(a) the Contract Agreement;
(b) the Letter of Acceptance;
(c) the Letter of Bid;
(d) the Particular Conditions Part A - Contract Data;
(e) the Particular Conditions Part B - SpecialProvisions;
(f) the General Conditions;
(g) the Specification Part A - SpecificProvisions;
(h) the Specification Part B- Technical Provisions;
(i) the Drawings;
(j) the completed Schedules to Bid includingBillof Quantities;
(k) the JV Undertaking (if the Contractor is a JV); and
(l) any other documents forming part of the Contract.
The addenda/corrigenda, if any, shall be deemed to have been incorporated at the appropriate places in the documents forming the Contract.
1.6 Contract Agreement
In the last line of the 1st paragraph the text “shall be borne by the Employer” is substituted by “shall be reimbursed by the Employer to the Contractor”.
3.1 The Engineer
In sub-paragraph (a) the text “as defined in the Pakistan Engineering Council Act, 1975 (Act No.V of 1976)” are added after the words “professional engineer”.
3.2 Engineer’s Duties and Authority
The Engineer shall obtain the consent in writing of the Employer before taking action under the following Sub-Clauses of these Conditions:
(a) Consenting to the subcontracting of any part of the Works under Sub-Clause 5.1 [Subcontractors]
(b) Any action under Sub-Clauses 8.9 [Employer’s Suspension] and 8.12 [Prolonged Suspension]
(c) Issuance of “Taking Over Certificate” under Sub-Clause 10.1 [Taking Over the Works and Sections].
(d) Issuing the “Performance Certificate” under Sub-Clause 11.9 [Performance Certificate].
(e) Sub-Clause 13.1 [Right to Vary]: instructing a Variation, except;
(i) in an emergency situation as determined by the Engineer, or
(ii) if such a Variation would increase the Accepted Contract Amount by less than the percentage specified in the Contract Data.
(f) Sub-Clause 13.3 [Variation Procedure]: approving a proposal for Variation submitted by the Contractor in accordance with Sub-Clause 13.3.2 [Variation by Request for Proposal] or 13.2 [Value Engineering].
(g) Certifying release of second half of the Retention Money under Sub-Clause 14.9 [Release of Retention Money].
(h) Issuing Final Payment Certificate under Sub-Clause 14.13 [Issue of FPC].
(i)
As per Clause 3.2 after sub-clause h add the following
(i)The Engineer shall obtain the Employer's prior written consent before approving, accepting, or testing any material, equipment, mock-up, or sample submitted by the Contractor.
(j) If any item(s) missing in the Approved Manufacturers List is required for inclusion into permanent works, prior written consent regarding identifying, sampling, testing, approval of material/manufacturer must be obtained from the Employer. Notwithstanding the above, the materials/items in the Approved Manufacturers list shall be used.
4.2 Performance Security
4.2.1 Contractor’s Obligations
The entity issuing the Performance Security and its form shall be as under:
The Performance Security shall be, at the option of the Contractor,issuedin the prescribed form included in the Bidding Documents,by(a) a Scheduled Bank in Pakistan or (b) a foreign bank duly counter-guaranteed by a Scheduled Bank in Pakistan or (c)an Insurance Companylisted in the Contract Data and rated by PACRA/VIS ofratingas provided in Table below:
Accepted Contract Amount (In Eq. PKR million) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
In case of Joint Venture, the Performance Security shall be in the name of the Joint Venture or in the name of Lead/either firm of the JV or in ratio of shares of the individual JV partners.
Following paragraph is added at the end of this Sub-Clause:
“The amount of Performance Security shall be reducedto 50%following issue of the Taking-Over Certificate for the whole of the Works under Clause 10 of Conditions of Contract.”
4.3 Contractor’s Representative
In second paragraphthe text “professional engineer as defined in the Pakistan Engineering Council Act, 1975 (Act No. V of 1976) (having temporary licence in case of foreign engineer under Section 12 of the Pakistan Engineering Council Act, 1975 (Act No. V of 1976)” are added after the words “qualified, experienced”.
In the 3rd paragraph the words “28 days” are substituted by “14 days”. In 2nd line of 4thparagraph the text “or appoint a replacement” is substituted by “except appointment of a suitable temporary replacement is deployed at the Site”
4.4 Contractor’s Documents
4.4.2 As-Built Records
First paragraph is deleted and the text in the last paragraph is substituted with the following:
“The Contractor shall furnish to the Engineer 6 copies, one reproducible and one electronic copy(provided the Engineer has made available to the Contractor editable form of the Drawings)of all Drawings amended to conform to the Works as built.In case the Engineer does not make available to the Contractor editable form of the Drawings, the Contractor shall furnish to the Engineer as-built data for incorporation in the Drawings. Upon receipt of PDF versions of the as-built drawings prepared by the Engineer, the Contractor shall furnish to the Engineer 6copies and one reproducible of these Drawings.
The price of such Drawings shall be deemed to be included in the Contract Price.”
Following Sub-Clause is added:
4.4.4 ShopDrawings
The Contractor shall submit to the Engineer for review 3 copies of all shop and erection drawings applicable to this Contract as per provision of relevant Sub-Clause of the Contract.
Review and approval by the Engineer shall not exceed 21 days and be construed as a complete check but will indicate only that the general method of construction and detailing is satisfactory and the Engineer’s review or approval shall not relieve the Contractor of any of his responsibilities under the Contract.
4.8 Health and Safety Obligations
The following text is added at the end ofthis Sub-Clause:
In the event of work being carried out outside the normal working hours and in the event of work being carried out at night, the Contractor shall at his own cost, provide and maintain such good and sufficient light as will enable the work to proceed satisfactorily and without danger. The approaches to the Site and the Works where the night work is being carried out shall be sufficiently lighted. All arrangement adopted for such lighting shall be to the satisfaction of the Engineer.
4.20 Progress Reports
At the end of sub-paragraph (g) the word “and” is deleted and at the end of sub-paragraph (h) the full stop (.) is replaced with “;”, and the following new sub-paragraphs are added as:
(i) planned programme for the execution of the Works for next 56 days to enable the Engineer to determine its programme of inspection and testing;
(j) monthly summery of daily job record indicating weather conditions, deployment of Contractor’s Equipment, labour employment, local material procurement and material import, if any; and
(k) salient contractual and project information.
5.1 Subcontractors
Add the following text at the end of paragraph (ii):
“underSchedule to Bid”
The following is added at the end of the last paragraph of Sub-Clause 5.1:
“All subcontracts relating to the Works shall include provisions which entitle the Employer to require the subcontract to be assigned to the Employer under sub-paragraph (a) of Sub-Clause 15.2.3 [After Termination].
The Contractor shall give reasonable opportunity to contractors from Islamic Republic of Pakistan for subcontracts for the Works, and endeavour to employ such contractors as Subcontractors.”
5.2 Nominated Subcontractors
5.2.2 Objection to Nomination
In sub-paragraph (c), “and” is deleted from the end of (i);
“.” at the end of (ii) is replaced with: “, and”.
The following is then added as (iii):
“(iii) be paid only if and when the Contractor has received from the Employer payments for sums due under the Subcontract referred to under Sub-Clause 5.2.3 [Payment to nominated Subcontractors].”
6.1 Engagement of Staff and Labour
The following paragraph is added at the end of the Sub-Clause:
“The Contractor shall, to the extent practicable and reasonable, employ staff (not less than 50%) and labour (not less than 85%) with appropriate qualifications and experience from sources within the Islamic Republic of Pakistan.”
6.7 Health and Safety of Personnel
The existing text is substituted with the following:
“In order to provide for the safety, health and welfare of persons, and for prevention of damage of any kind, all operations for the purposes of or in connection with the Contract shall be carried out in compliance with the Safety Requirements of the Government of Pakistan with such modifications thereto as the Engineer may authorize or direct and the Contractor shall take or cause to be taken such further measures and comply with such further requirements as the Engineer may determine to be reasonably necessary for such purpose. The Contractor shall also provide all other medical services and appoint a health and safety officer at Site if stated in the Specifications. In case of any fatality or serious accident, the Contractor shall, in addition, notify the Engineer immediately by the quickest available means.”
6.8 Contractor’s Superintendence
Insert at the end of sub-paragraph (a) of this Sub-Clause:
"or, if not, the Contractor shall make competent interpreters available during all working hours, in a number sufficient for those persons to properly perform their superintendence duties"
The following text is added at the end of this Sub-Clause:
“The Contractor’s authorized representative and his other engineers working at site shall possess valid registration with the Pakistan Engineering Council.
The Contractor’s authorized representative at Site shall be authorized to exercise adequate administrative and financial powers on behalf of the Contractor so as to achieve completion of the Works as per the Contract.”
6.12 Key Personnel
The following is inserted at the end of the last paragraph:
“If any of the Key Personnel are not fluent in this language, the Contractor shall make competent interpreters available during all working hours in a number deemed sufficient by the Engineer.”
The following Sub-Clauses 6.13 to 6.26 are added at the end of Sub-Clause 6.12:
6.13 Foreign Personnel
The Contractor may bring in to the Country any foreign personnel who are necessary for the execution of the Works to the extent allowed by the applicable Laws. The Contractor shall ensure that these personnel are provided with the required residence visas and work permits. The Employer will, if requested by the Contractor, use all reasonable endeavours in a timely and expeditious manner to assist the Contractor in obtaining any local, state, national, or government permission required for bringing in the Contractor’s personnel.
The Contractor shall be responsible for the return of these personnel to the place where they were recruited or to their domicile. In the event of the death in the Country of any of these personnel or members of their families, the Contractor shall similarly be responsible for making the appropriate arrangements for their return or burial.
6.14 Supply of Foodstuffs
The Contractor shall arrange for the provision of a sufficient supply of suitable food as may be stated in the Specification at reasonable prices for the Contractor’s Personnel for the purposes of or in connection with the Contract.
6.15 Supply of Water
The Contractor shall, having regard to local conditions, provide on the Site an adequate supply of drinking and other water for the use of the Contractor’s Personnel.
6.16 Measures against Insect and Pest Nuisance
The Contractor shall at all times take the necessary precautions to protect the Contractor’s Personnel employed on the Site from insect and pest nuisance, and to reduce the danger to their health. The Contractor shall comply with all the regulations of the local health authorities, including use of appropriate insecticide.
6.17 Alcoholic Liquor or Drugs
The Contractor shall not, otherwise than in accordance with the Laws of the Country, import, sell, give, barter or otherwise dispose of any alcoholic liquor or drugs, or permit or allow importation, sale, gift, barter or disposal thereto by Contractor’s Personnel.
6.18 Arms and Ammunition
The Contractor shall not give, barter, or otherwise dispose of, to any person, any arms or ammunition of any kind, or allow Contractor’s Personnel to do so.
6.19 Festivals and Religious Customs
The Contractor shall respect the Country’s recognized festivals, days of rest and religious or other customs.
6.20 Funeral Arrangements
The Contractor shall be responsible, to the extent required by local regulations, for making any funeral arrangements for any of its local employees who may die while engaged upon the Works.
6.21 Forced Labour
The Contractor, including its Subcontractors, shall not employ or engage forced labour which consists of any work or service, not voluntarily performed, that is exacted from an individual under threat of force or penalty, and includes any kind of involuntary or compulsory labour, such as indentured labour, bonded labour or similar labour-contracting arrangements.
6.22 Child Labour
The Contractor, including its Subcontractors, shall not employ or engage child labour in accordance with relevant law(s) in force in Islamic Republic of Pakistan.
6.23 Employment Records of Workers
The Contractor shall keep complete and accurate records of the employment of labour at the Site. The records shall include the names, ages, genders, hours worked and wages paid to all workers. These records shall be summarized on a monthly basis and submitted to the Engineer. These records shall be included in the details to be submitted by the Contractor under Sub-Clause 6.10 [Contractor’s Records].
6.24 Workers’ Organizations
The Contractor shall comply with the relevant labour laws of Pakistan which recognize workers’ rights to form and to join workers’ organizations/Trade Union of their choosing and to bargain collectively without interference.
6.25 Non-Discrimination and Equal Opportunity
The Contractor shall not make decisions relating to the employment or treatment of Contractor’s Personnel on the basis of personal characteristics unrelated to inherent job requirements. The Contractor shall base the employment of Contractor’s Personnel on the principle of equal opportunity and fair treatment, and shall not discriminate with respect to any aspects of the employment relationship, including recruitment and hiring, compensation (including wages and benefits), working conditions and terms of employment, access to training, job assignment, promotion, termination of employment or retirement, and disciplinary practices.
Special measures of protection or assistance to remedy past discrimination or selection for a particular job based on the inherent requirements of the job shall not be deemed discrimination. The Contractor shall provide protection and assistance as necessary to ensure nondiscrimination and equal opportunity, including for specific groups such as women, persons with disabilities, migrant workers and children (of working age in accordance with Sub-Clause 6.22).
6.26 Epidemics
In the event of any out-break of illness of epidemic nature, the Contractor shall comply with and carry out such regulations, orders and requirements as may be made by the Government or the local medical or sanitary authorities for the purpose of overcoming the same.
7.7 Ownership of Plant and Materials
The following is added before the first paragraph:
“Except as otherwise provided in the Contract,”
The following is added at the end of the Sub-Clause:
"No Plant and/or Materials that is the property of the Employer shallbe removed from the Site. If it becomes necessary to:
(i) remove any item of such Plant from the Site for the purposesof repair, the Contractor shall give a Notice, with reasons, tothe Engineer requesting consent to remove the defective ordamaged item off the Site. This Notice shall clearly identifythe item of defective or damaged Plant, and shall give detailsof: the defect or damage to be repaired; the place to whichdefective or damaged item of Plant is to be taken for repair;the transportation to be used (and insurance cover for suchtransportation); the proposed inspections and testing off theSite; and the planned duration required before the repaireditem of Plant shall be returned to the Site. The Contractorshall also provide any further details that the Employer mayreasonably require; or
(ii) replace any item(s) of such Plant and/or Materials, theContractor shall give a Notice, with reasons, to the Engineerclearly identifying the item(s) of Plant and/or Materials to bereplaced, and giving details of the due date of delivery tothe Site of the replacement item(s).
Where any item of Plant and/or Materials has become the propertyof the Employer under this Sub-Clause before it has been deliveredto the Site, the Contractor shall ensure that such an item is notmoved except for its delivery to the Site.
The Contractor shall indemnify and hold the Employer harmlessagainst and from the consequences of any defect in title orencumbrance or charge (except any reasonable restrictionarising from the intellectual property rights of the manufacturer orproducer) on any item of Plant and/or Materials that has becomethe property of the Employer under this Sub-Clause."
The following Sub-Clause7.9 is added after Sub Clause 7.8:
7.9 Use of Pakistani Materials and Services
The Contractor shall, so far as may be consistent with the Contract, make the maximum use of materials, supplies, plant and equipment indigenous to or produced or fabricated in Pakistan and services available in Pakistan provided such materials, supplies, plant, equipment and services shall be of required standard.
8.1 Commencement of Works
The following is added before the first paragraph:
“After signing of the Contract Agreement by both Parties,” and thereafter the word “The” is replaced with the word “the”.
8.5 Extension of Time for Completion
The following is added after paragraph (c):
“for last five years”.
The following Sub-Clause 8.14 is added after Sub-Clause 8.13:
8.14 Incentives For Early Completion
If Contract Data does not state applicability of incentives for early completion, this Sub-Clause shall not apply.
The Contractor shall be entitled subject to Sub-Clause 20.2 [Claims for Payment and/or EOT] to bonus payment if the Works and/or each Section is completed earlier than the Time for Completion for the Works or Section (as the case may be). The amount of bonus for early completion of the Works and/or each Section shall be upto a limit and at a rate to 50% of the relevant limit and rate of delay damages prescribed in Contract Data and shall be paid for every day which shall elapse between the relevant Date of Completion of the Works or Section and the relevant Time for Completion.
For the purposes of calculating any bonus payment, the applicableTime for Completion stated in the Contract Data is fixed and noadjustments of this time by reason of granting an EOT will beallowed.
The following Sub-Clause 11.12 is added after Sub-Clause 11.11:
11.12 Supervisory Assistance During DNP
If provided under the Schedule of Prices, the Contractor shall provide supervisory assistance to the Employer during the DNP for the Works. Such supervisory assistance shall be as described in the Specification for the purpose of supporting the Employer's operation and maintenance of the Plant for the period specified in the Schedule of Prices after the Date of Completion.
12.2 Method of Measurement
The following paragraph is added at the end of the Sub-Clause:
“Summary of measured quantity for payment shall be delineated item-wise under four headsnamely; “Schedule of Prices Quantity”, “Quantity Executed To-date”, “Quantity Certified Previously” and “Net Quantity Executed under this Certificate”.
12.3 Valuation of the Works
The following text is added at the end of fifth paragraph of the Sub-Clause:
“Sum of overhead charges and profit for sub-paragraph (a) shall be Twenty Five percent (25%)”.
13.4 Provisional Sums
The following paragraph is inserted as the penultimate paragraph:
“The Provisional Sum shall be used to cover the Employer’s share of the DAAB members’ fees and expenses, in accordance with Clause 21. No prior instruction of the Engineer shall be required with respect to the work of the DAAB. The Contractor shall submit the DAAB members’ invoices and the satisfactory evidence of having paid 100% of such invoices as part of the substantiation of those Statements submitted under Sub-Clause 14.3.
13.6 Adjustments for Changes in Laws
The following paragraphsare added at the end of the Sub-Clause:
“Notwithstanding the foregoing, the Contractor shall not be entitled to an extension of time if the relevant delay has already been taken into account in the determination of a previous extension of time and such Cost shall not be separately paid if the same shall already have been taken into account in the indexing of any inputs to the Table of Adjustment Data in accordance with the provisions of Sub-Clause 13.7 [Adjustments for Changes in Cost].”
14.1 The Contract Price
The following is added at the end of the Sub-Clause:
“Notwithstanding the provisions of subparagraph (b), Contractor's Equipment, including essential spare parts, imported by the Contractor for the sole purpose of executing the Contract shall be temporarily exempt from the payment of import duties and taxes upon initial importation, provided the Contractor shall post with the customs authorities at the port of entry an approved re-export bond or bank guarantee, valid until the Time for Completion plus six months, in an amount equal to the full import duties and taxes which would be payable on the assessed imported value of such Contractor's Equipment and spare parts, and callable in the event the Contractor's Equipment is not re-exported from the Country on completion of the Contract. A copy of the bond or bank guarantee endorsed by the customs authorities shall be provided by the Contractor to the Employer upon the importation of individual items of Contractor's Equipment and spare parts. Upon re-export of individual items of Contractor's Equipment or spare parts, or upon the completion of the Contract, the Contractor shall prepare, for approval by the customs authorities, an assessment of the residual value of the Contractor's Equipment and spare part to be re-exported, based on the depreciation scale(s) and other criteria used by the customs authorities for such purposes under the provisions of the applicable Laws. Import duties and taxes shall be due and payable to the customs authorities by the Contractor on (a) the difference between the initial imported value and the residual value of the Contractor's Equipment and spare parts to re-exported; and (b) on the initial imported value of the Contractor's Equipment and spare parts remaining in the Country after completion of the Contract. Upon payment of such dues within 28 days of being invoiced, the bond or bank guarantee shall be reduced or released accordingly; otherwise the security shall be called in the full amount remaining.”
[The Employer may change or delete this Sub-Clause as per Project requirements]
14.2 Advance Payment
14.2.1 Advance Payment Guarantee
The entity issuing the Advance PaymentGuaranteeand its form shall be as under:
The Advance PaymentGuarantee shall be in the form of Guarantee issued by (a) a Scheduled Bank in Pakistan or (b) a foreign bank duly counter-guaranteed by a Scheduled Bank in Pakistanor (c)an Insurance Companylisted in the Contract Data and rated by PACRA/VIS ofrating as provided in Table below:
Accepted Contract Amount (In Eq. million PKR) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
In case of Joint Venture, the Advance PaymentGuarantee(s)shall be in the name of the Joint Venture or in the name of Lead/either firm of the JV or in ratio of shares of the individual JV partners.
14.6 Issue of IPC
14.6.1 The IPC
In the first line of the 1st paragraph the words “28 days” are substituted by “14 days”.
14.7 Payment
The words “or through crossed cheque in favour of the Contractor or JV partners. The Payment to JV partners shall be made at the request of the Joint Ventures in the ratio of their shares specified by them” are added at the end of the Sub-Clause.
14.8 Delayed Payment
In the first paragraph, third line, the words “compounded monthly” are deleted.
The text of 2nd paragraph is deleted and substituted with the following:
“The Employer shall pay to the Contractor compensation at the rate stated in the Contract Data.”
14.9 Release of Retention Money
The following is added at the end of Sub-Clause 14.9:
“Unless otherwise stated in the Contract, when the Taking-Over Certificate has been issued for the Works and the first half of the Retention Money has been certified for payment by the Engineer, the Contractor shall be entitled to substitute a guarantee, in the form annexed to the Particular Conditions or in another form approved by the Employer and issued by a schedule bank selected by the Contractor, for the second half of the Retention Money. The Contractor shall ensure that the guarantee is in the amounts and currencies of the second half of the Retention Money and is valid and enforceable until the Contractor has executed and completed the Works and remedied any defects, as specified for the Performance Security. On receipt by the Employer of the required guarantee, the Engineer shall certify, and the Employer shall pay the second half of the Retention Money. The release of the second half of the Retention Money against a guarantee shall then be in lieu of the release after the latest of the expiry dates of the Defects Notification Periods. The Employer shall return the guarantee to the Contractor within 21 days after receiving a copy of the Performance Certificate.
If the Performance Security required under Sub-Clause 4.2 is in the form of a demand guarantee, and the amount guaranteed under them when the Taking-Over Certificate is issued is more than half of the Retention Money, then the Retention Money guarantee will not be required. If the amount guaranteed under the Performance Security when the Taking-Over Certificate is issued is less than half of the Retention Money, the Retention Money guarantee will only be required for the difference between half of the Retention Money and the amount guaranteed under the Performance Security.
15.2 Termination for Contractor’s Default
15.2.1 Notice
Following text is added at the end of sub-paragraph (h) of this Sub-Clause:
“For the purposes of this Contract, corrupt and fraudulent practices have been defined in Public Procurement Rules 2004.”
15.2.3 After Termination
The word “and” at the end of sub-paragraph (ii) of paragraph (b) is deleted the following paragraph is added after sub-paragraph (iii):
“(iv) all Employer-Supplied Materials and/or Employer's Equipment madeavailable to the Contractor in accordance with Sub-Clause 2.6 [Employer-Supplied Materials and Employer's Equipment], and”
15.4 Payment after Termination
The following text is added at the end of this Sub-Clause:
“The Employer shall be entitled to sell any of the Contractor’s Equipment, Temporary Works and unused materials and apply the proceeds of sale towards payment of any debt due from the Contractor to the Employer under this Clause including any outstanding payments to the Subcontractors.
16.2 Termination by Contractor
16.2.1 Notice
The sub-paragraph (j) is deleted in its entirety.
At the end of sub-paragraph (i) “; or” is replaced with “.” and at the end of sub-paragraph (h) “;” is replaced with “; or”.
In sub-paragraph (f) “84 days” are replaced with “180 days” and text “for reasons not attributable to the Contractor” is added at the end.
16.3 Contractor’s Obligations After Termination
Sub-paragraph (c) is deleted and replaced with:
"(c) deliver to the Engineer all Employer-Supplied Materials and/orEmployer's Equipment made available to the Contractor in accordance with Sub-Clause 2.6 [Employer-Supplied Materials and Employer’s Equipment]; and
(d) remove all other Goods from the Site, except as necessary for safety,and leave the Site."
17.1 Responsibility for Care of the Works
After the two instances of “Goods” in the last paragraph, the words “Employer-Supplied Materials and/orEmployer's Equipment” are added.
The following Sub-Clause 17.7 is added after Sub-Clause 17.6:
17.7 Use of Employer’s Accommodation/Facilities
The Contractor shall take full responsibility for the care of the items of the Employer’s facilities and/or accommodation, if any, as detailed in the Specification, from the date of use and/or occupation by the Contractor until the date on which such use and/or occupation is re-vested in the Employer.
If any loss or damage happens to any of the above items during a time while the Contractor is responsible for its care, arising from any cause other than a cause for which the Employer is responsible or liable, the Contractor shall promptly rectify the loss or damage at the Contractor’s risk and cost.
18.1 Exceptional Events
The words “or disorder” are replaced with “disorder or sabotage” in sub-paragraph (c) of the Clause.
18.4 Consequences of an Exceptional Event
The following is added at the end of sub-paragraph (b) after deleting the “.”:
“, including the costs of rectifying or replacing the Works and/or Goods damaged or destroyed by Exceptional Events, to the extent they are not indemnified through the insurance policy referred to in Sub-Clause 19.2 [Insurance to be provided by the Contractor].”
18.5 Optional Termination
In sub-paragraph (c), the words “and necessarily” areadded after the words “was reasonably”.
19.1 General Requirements
Following text is added at the end of first paragraph:
“The Contractor shall immediately after the date of the Letter of Acceptance submit the draft of insurance policies for the Employer’s consent.”
Following text is added at the end of third paragraph:
“The Contractor shall, within the respective periods stated in the Contract Data submit to the Engineer and the Employer a) evidence that the insurances described in this Clause have been effected, and b) copies of policies of the insurances described in Sub-Clauses 19.2.1, 19.2.4 and 19.2.5.”
19.2 Insurance to be provided by the Contractor
19.2.5 Injury to employees
The words “sickness, disease” are deleted in the third line of first paragraph.
The following Sub-Clause is added after Sub-Clause 19.2.6:
19.2.7 Insurance Company
“The Contractor shall be obliged to place all insurances described in this Clause with insurers listed in the Contract Data and rated byPACRA/VISofrating as provided in Table below:
Accepted Contract Amount (In Eq. million PKR) Minimum Rating of Insurance Companies
Up to 1000 A (+)
1001 to no limit AA
21.6 Arbitration
The word “international” is deleted in the sixth line of first paragraph. The text of sub-paragraph (a) is substituted with the following:
“the Dispute shall be finally settled under the Rules of Arbitration, specified in the Contract Data;”
The following Clauses are added after Clause 21
22 Custom Duty
[Employer may incorporate provisions where applicable. However, in order to make the bid more balanced, the payment of Customs Duties should be the responsibility of the Employer.]
23 Taxes
The Contractor, Subcontractors and their employees shall be liable to pay income tax, withholding tax, super tax and other taxes on income arising out of the Contract. The rates and prices as stated in the contract shall be deemed to cover all such taxes.
24 Integrity Part
If it is found and established at any stage that the Contractor or any of his Subcontractors, agents or servants have violated or involved in violation of the Integrity Pact signed by the Contractor then the Employer shall be entitled to :
(a) recover from the Contractor an amount equivalent to ten times the sum of any commission, gratification, bribe, finder’s fee or kickback given by the Contractor or any of his Subcontractors, agent or servants;
(b) terminate the Contract; and
(c) recover from the Contractor any loss or damage to the Employer as a result of such termination or of any other corrupt business practices of the Contractor or any of his Subcontractors, agent or servants.
The termination under sub-paragraph(b) of this Sub-Clause shall proceed in the manner prescribed under Sub-Clause 15.1 to 15.4 and the payment under Sub-Clause 15.4 shall be made after having deducted the amounts due to the Employer under sub-paragraph(a) and (c) of this Sub-Clause.
Appendix General Conditions of Dispute Avoidance/Adjudication Agreement
12 Disputes Under DAAB Agreement
In the first paragraph, third, fourth and fifth line, the text “under the Rules of Arbitration of the International Chamber of Commerce 2017……………shall apply” is substituted with “under the Arbitration Act 1940 by sole arbitrator appointed by the Managing Director Public Procurement Regulatory Authority or Chairman Pakistan Engineering Council.”
Date:
No.:
Alternative No.: P78769
To: Securities & Exchange Commission of Pakistan (SECP), Engr. Anwar Ghani - Project Director Project Management Unit 4th Floor, NICL Building, Jinnah Avenue 051-9195437/051-9195474
We, the undersigned, declare that:
We understand that, according to your conditions, Bids must be supported by a Bid-Securing Declaration.
We accept that we will be blacklisted and henceforth cross debarred for participating in respective category of public procurement proceedings for a period of (not more than) six months, if fail to abide with a bid securing declaration, however without indulging in corrupt and fraudulent practices, if we are in breach of our obligation(s) under the Bid conditions, because we:
(a) have withdrawn our Bid during the period of Bid validity specified in the Letter of Bid; or
(b) having been notified of the acceptance of our Bid by the Procuring agency/Employer during the period of Bid validity, (i) fail or refuse to sign the Contract; or (ii) fail or refuse to furnish the Performance Security (or guarantee), if required, in accordance with the ITB.
We understand this Bid Securing Declaration shall expire if we are not the successful Bidder, upon the earlier of (i) our receipt of your notification to us of the name of the successful Bidder; or (ii) twenty-eight days after the expiration of our Bid.
Name of the Bidder*
Name of the person duly authorized to sign the Bid on behalf of the Bidder** _______
Title of the person signing the Bid ______________________
Signature of the person named above ______________________
Date signed ________________________________ day of ___________________, _____
*: In the case of the Bid submitted by joint venture specify the name of the Joint Venture as Bidder
**: Person signing the Bid shall have the power of attorney given by the Bidder attached to the Bid
[Note: In case of a Joint Venture, the Bid-Securing Declaration must be in the name of all members to the Joint Venture that submits the Bid.]
THIS CONTRACT AGREEMENT (hereinafter called the “Agreement”) made on the _________ day of __________ (month) 20_____ between Securities & Exchange Commission of Pakistan (SECP), Engr. Anwar Ghani - Project Director Project Management Unit
4th Floor, NICL Building, Jinnah Avenue
051-9195437/051-9195474 (hereinafter called the “Employer”) of the one part and __________________________________________________ (hereinafter called the “Contractor”) of the other part.
WHEREAS the Employer is desirous that certain Works, viz., Construction of SECP Head Office Building Mauve Area G-11 Islamabad (Package -2A Architecture, Electrical & Plumbing Works) (P78769) should be executed by the Contractor and has accepted a Bid by the Contractor for the execution and completion of such Works and the remedying of any defects therein.
NOW this Agreement witnessed as follows:
1. In this Agreement words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referred to.
2. The following documents, in the order of priority, after incorporating addenda, if any, except those parts relating to Instructions to Bidders shall be deemed to form and be read and construed as part of this Agreement:
a) This Contract Agreement;
b) The Letter of Acceptance;
c) The Letter of Bid;
d) The Particular Conditions Part A - Contract Data;
e) The Particular Conditions Part B - SpecialProvisions;
f) The General Conditions;
g) The Specifications Part A - SpecificProvisions;
h) The Specifications Part B- Technical Provisions;
i) The Drawings;
j) The Completed Schedules to Bid including Schedule of Prices;
k) the JV Undertaking (if the Contractor is a JV); and
l) [Employer to insert any other documents forming part of the Contract]
The addenda/corrigenda,if any, (Excluding part relating to Instructions to Bidders alongwith Bidding Data) shall be deemed to have been incorporated at the appropriate places in the “Documents forming the Contract”.
3. In consideration of the payments to be made by the Employer to the Contractor as hereinafter mentioned, the Contractor hereby covenants with the Employer to execute and complete the Works and remedy defects therein in conformity and in all respects with the provisions of the Contract.
4. The Employer hereby covenants to pay the Contractor, in consideration of the execution and completion of the Works as per provisions of the Contract, the Contract Price or such other sum as may become payable under the provisions of the Contract at the times and in the manner prescribed by the Contract.
IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed on the day, month and year first before written in accordance with their respective laws.
Signature of the Contactor Signature of Employer
(Seal) (Seal)
Signed, Sealed and Delivered in the presence of:
Witness Witness
(Name, Title and Address) (Name, Title and Address)
[All italicised text and any text within square brackets (except sub-clause headings) in this form of agreement is for use in preparing the form and should be deleted from the final product].
Name and details of the Contract Construction of SECP Head Office Building Mauve Area G-11 Islamabad (Package -2A Architecture, Electrical & Plumbing Works)
______________________________________________________________________________
This Agreement made the ______day of ______ [month], _____ [year], between
Name and contact details of the Employer Securities & Exchange Commission of Pakistan (SECP), Engr. Anwar Ghani - Project Director
Project Management Unit
4th Floor, NICL Building, Jinnah Avenue
051-9195437/051-9195474
+92-519-195551
procurement.info@secp.gov.pk
Name and contact details of the Contractor _____________________________________ (name)
____________________________________ (address)
__________________________________ (telephone)
___________________(email / other contact details);
Name and contact details of the DAAB Member _____________________________________ (name)
____________________________________ (address)
__________________________________ (telephone)
___________________(email / other contact details);
Whereas:
A. the Employer and the Contractor have entered (or intend to enter) into the Contract;
B. under the Contract, the “DAAB” or “Dispute Avoidance/Adjudication Board” means the sole member or three members (as stated in the Contract Data of the Contract) so named in the Contract, or appointed under Sub-Clause 21.1 [Constitution of the DAAB] or Sub-Clause 21.2 [Failure to Appoint DAAB Members] of the Conditions of Contract;
C. the Employer and the Contractor desire jointly to appoint the above-named DAAB Member to act on the DAAB as:
a. the sole member of the DAAB, and where this is the case, all references to the “Other Members” do not apply; or
b. one of three members / chairman [delete the one which is not applicable] of the DAAB and, where this is the case, the other two persons are:
____________________________ (name) _________________________ (name)
___________________________ (address) _______________________ (address)
_____________________________(telephone) ______________________(telephone)
______________(email/ other contact details) _______ (email/other contact details)
the “Other Members”; and
D. the DAAB Member accepts this appointment.
The Employer, Contractor and DAAB Member jointly agree as follows:
1. The conditions of this DAAB Agreement comprise:
(a) Clause 21 [Disputes and Arbitration] of the Conditions of Contract, and any other provisions of the Contract that are applicable to the DAAB’s Activities; and
(b) the “General Conditions of Dispute Avoidance/Adjudication Agreement”, which is appended to the General Conditions of the “Conditions of Contract for Construction” Second Edition 2017 published by FIDIC (“GCs”), as amended and/or added to by the following provisions.
2. [Details of amendments to the GCs, if any. For example:
In the procedural rules annexed to the GCs, Rule _ is deleted and replaced by: “ … “]
3. The DAAB Member shall be paid in accordance with Clause 9 of the GCs. The currency of payment shall be ________.
In respect of Sub-Clauses 9.1 and 9.2 of the GCs, the amounts of the DAAB Member’s monthly fee and daily fee shall be:
monthly fee___________________ per month, and
daily fee of____________________ per day
(or as otherwise set under Sub-Clause 9.3 of the GCs).
4. In consideration of the above fees, and other payments to be made to the DAAB Member in accordance with the GCs, the DAAB Member undertakes to act as DAAB Member in accordance with the terms of this DAAB Agreement.
5. The Employer and the Contractor shall be jointly and severally liable for the DAAB Member’s fees and other payments to be made to the DAAB Member in accordance with the GCs.
6. This DAAB Agreement shall be governed by the law of _____________ (if not stated, the law that governs the Contract under Sub-Clause 1.4 of the Conditions of Contract).
SIGNED by:_______________ SIGNED by:_______________ SIGNED by:_______________
Print name:_________________ Print name:_________________ DAAB Member
Title: _____________________ Title:______________________ Title:______________________
for and on behalf of the
Employer for and on behalf of the
Contractor
in the presence of in the presence of in the presence of
Witness:___________________ Witness:___________________ Witness:___________________
Name:_____________________ Name:_____________________ Name:_____________________
Address:___________________ Address:___________________ Address:___________________
__________________________ __________________________ __________________________
Date:______________________ Date:______________________ Date:______________________
Guarantee No._________________________________________ Date _________________
WHEREAS _____________________________________ (hereinafter called the 'Employer')
has entered into a Contract for __________________________________________________
(Particulars of Contract)
with ____________________________________________ (hereinafter called the "Contractor').
AND WHEREAS, the Employer has agreed to advance to the Contractor, at the Contractor's request, an amount of Pak Rupees ___________________________________ (PKR _________ ) which amount shall be advanced to the Contractor as per provisions of the Contract.
AND WHEREAS, the Employer has asked the Contractor to furnish Guarantee to secure the mobilization advance for the performance of his obligations under the said Contract.
AND WHEREAS, ____________________________________________________________
(hereinafter called the “Guarantor”) at the request of the Contractor and in consideration of theEmployer agreeing to make the above advance to the Contractor, has agreed to furnish the said Guarantee.
NOW, THEREFORE, the Guarantor hereby guarantees that the Contractor shall use the advance for the purpose of above mentioned Contract and if he fails and commits default in fulfilment of any of his obligations for which the advance payment is made, the Guarantor shall be liable to the Employer for payment not exceeding the aforementioned amount.
Notice in writing of any default,on the part of the Contractor, of which the Employer at his discretion of making decision, shall be given by the Employer to the Guarantor, and on such first written demand, payment shall be made by the Guarantor of all sums then due under this Guarantee without any reference to the Contractor and without any objection.
This Guarantee shall remain in force until the advance is fully adjusted against payments from the Interim Payment Certificates of the Contractor or until _________________________whichever is earlier. (Date)
The Guarantor's liability under this Guarantee shall not in any case exceed the sum of
PKR ______________________ (PakRupees ________________________________________________).
This Guarantee shall remain valid up to the aforesaid date and shall be null and void after the aforesaid date or earlier if the advance made to the Contractor is fully adjusted against paymentsfrom Interim Payment Certificates of the Contractor provided that the Guarantor
agrees that the aforesaid period of validity shall be deemed to be extended if on the above mentioned date the advance payment is not fully adjusted.
Guarantor
(Scheduled Bank/ Insurance Company)
Signature ________________________________________________
Name ________________________________________________
Title ________________________________________________
WITNESS:
1. ________________________________________________
________________________________________________
Corporate Secretary (Seal) Corporate Guarantor (Seal)
2. ________________________________________________
________________________________________________
Name, Title & Address
________________________________ [Guarantor letterhead or SWIFT identifier code]
Beneficiary: ___________________ [Insert name and Address of Employer]
Date: ________________[Insert date of issue]
RETENTION MONEY GUARANTEE No.: [Insert guarantee reference number]
Guarantor: [Insert name and address of place of issue, unless indicated in the letterhead]
We have been informed that ________________ [insert name of Contractor, which in the case of a joint venture shall be the name of the joint venture] (hereinafter called "the Contractor") has entered into Contract No. _____________ [insert reference number of the contract] dated ____________ with the Employer, for the execution of _____________________ [insert name of contract and brief description of Works] (hereinafter called "the Contract").
Furthermore, we understand that, according to the conditions of the Contract, the Employer retains moneys up to the limit set forth in the Contract (“the Retention Money”), and that when the Taking-Over Certificate has been issued under the Contract and the first half of the Retention Money has been certified for payment, payment of [insert the second half of the Retention Money orifthe amount guaranteed under the Performance Guarantee when the Taking-Over Certificate is issued is less than half of the Retention Money, the difference between half of the Retention Money and the amount guaranteed under the Performance Security and, if required, the ES Performance Security] is to be made against a Retention Money guarantee.
At the request of the Applicant, we, as Guarantor, hereby irrevocably undertake to pay the Beneficiary any sum or sums not exceeding in total an amount of ___________ [insert amount in figures] () [amount in words] upon receipt by us of the Employer’s complying demand supported by the Beneficiary’s statement, whether in the demand itself or in a separate signed document accompanying or identifying the demand, stating that the Applicant is in breach of its obligation(s) under the Contract, without your needing to prove or show grounds for your demand or the sum specified therein.
A demand under this guarantee may be presented as from the presentation to the Guarantor of a certificate from the Employer’s bank stating that the second half of the Retention Money as referred to above has been credited to the contractor on its account number ___________ at _________________ [insert name and address of Contractor’s bank].
This guarantee shall expire no later than the …. day of ……, 2…, and any demand for payment under it must be received by us at the office indicated above on or before that date.
____________________
[signature(s)]
Note: All italicized text (including footnotes) is for use in preparing this form and shall be deleted from the final product.
Contract Number: Contract Value: Contract Title:
Dated:
[Name of Supplier] hereby declares that it has not obtained or induced the procurement of any contract, right, interest, privilege or other obligation or benefit from Government of Pakistan or any administrative subdivision or agency thereof or any other entity owned or controlled by it (GoP) through any corrupt business practice.
Without limiting the generality of the foregoing [Name of Supplier] represents and warrants that it has fully declared the brokerage, commission, fee etc. paid or payable to anyone and not given or agreed to give and shall not give or agree to give to anyone within or outside Pakistan either directly or indirectly through any natural or juridical person, including its affiliate, agent, associate, broker, consultant, director, promoter, shareholder, sponsor or subsidiary, any commission, gratification, bribe, finder's fee or kickback, whether described as consultations fee or otherwise, with the object of obtaining or inducing the procurement of a contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP, except that which has been expressly declared pursuant hereto.
[Name of Supplier] certifies that it has made and will make full disclosure of all agreements and arrangements with all persons in respect of or related to the transaction with GoP and has not taken any action or will not take any action to circumvent the above declaration, representative or warranty.
[Name of Supplier] accepts full responsibility and strict liability for making and false declaration, not making full disclosure, misrepresenting fact or taking any action likely to defeat the purpose of this declaration, representation and warranty. It agrees that any contract, right interest, privilege or other obligation or benefit obtained or procured as aforesaid shall, without prejudice to any other right and remedies available to GoP under any law, contract or other instrument, be voidable at the option of GoP.
Notwithstanding any rights and remedies exercised by GoP in this regard, [Name of Supplier] agrees to indemnify GoP for any loss or damage incurred by it on account of its corrupt business practices and further pay compensation to GoP in an amount equivalent to ten time the sum of any commission, gratification, bribe, finder's fee or kickback given by [Name of Supplier] as aforesaid for the purpose of obtaining or inducing the procurement of any contract, right, interest, privilege or other obligation or benefit in whatsoever form from GoP.
Name of Employer: ……………… Name of Bidder/Contractor: ……………
Signature: …………………… Signature: …………………………….
[Seal] [Seal]
Guarantee No.___________________
Executed on ____________________
Expiry date _____________________
Name of Guarantor with address: _________________________________________________________________________________________________________________________________
Name of Principal (Contractor) with address:___________________________________________________________________________________________________________________________
Penal Sum of Security (express in words and figures) ____________________________________________________________________________________________________________________
Letter of Acceptance No. _____________________________________Dated __________________
KNOW ALL MEN BY THESE PRESENTS, that in pursuance of the terms of the Bidding Documents and above said Letter of Acceptance (hereinafter called the Documents) and at the request of the said Principal we, the Guarantor above named, are held and firmly bound unto the Securities & Exchange Commission of Pakistan (SECP), Engr. Anwar Ghani - Project Director Project Management Unit 4th Floor, NICL Building, Jinnah Avenue 051-9195437/051-9195474 (hereinafter called the Employer) in the penal sum of the amount stated above for the payment of which sum well and truly to be made to the said Employer, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has accepted the Employer's above said Letter of Acceptance for _____________________________________ ________________________________
(Name of Contract) for the Construction of SECP Head Office Building Mauve Area G-11 Islamabad (Package -2A Architecture, Electrical & Plumbing Works) (P78769)
______________________________________________ (Name of Project).
NOW THEREFORE, if the Principal (Contractor) shall well and truly perform and fulfill all the undertakings, covenants, terms and conditions of the said Documents during the original terms of the said Documents and any extensions thereof that may be granted by the Employer, with or without notice to the Guarantor, which notice is, hereby, waived and shall also well and truly perform and fulfill all the undertakings, covenants terms and conditions of the Contract and of any and all modifications of said Documents that may hereafter be made, notice of which modifications to the Guarantor being hereby waived, then, this obligation to be void; otherwise to remain in full force and virtue till all requirements of Clause11, Defects After Taking Over, of Conditions of Contract are fulfilled.
Our total liability under this Guarantee is limited to the sum stated above and it is a condition of any liability attaching to us under this Guarantee that the claim for payment in writing shall be received by us within the validity period of this Guarantee, failing which we shall be discharged of our liability, if any, under this Guarantee.
We, _________________________________________________ (the Guarantor), waiving all objections and defense under the Contract, do hereby irrevocably and independently guarantee to pay to the Employer without delay upon the Employer's first written demand without cavil or arguments and without requiring the Employer to prove or to show grounds or reasons for such demand any sum or sums up to the amount stated above, against the Employer's written declaration that the Principal has refused or failed to perform the obligations under the Contract which payment will be effected by the Guarantor to Employer’s designated Bank & Account Number.
PROVIDED ALSO THAT the Employer shall decide, whether the Principal (Contractor) has duly performed his obligations under the Contract or has defaulted in fulfilling said obligations and the Guarantor shall pay without objection any sum or sums up to the amount stated above upon first written demand from the Employer forthwith and without any reference to the Principal or any other person.
IN WITNESS WHEREOF, the above-bounden Guarantor has executed this Instrument under its seal on the date indicated above, the name and corporate seal of the Guarantor being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body.
Guarantor
(Schedule Bank/ Insurance Company)
Signature: _________________________________________________
Name: _________________________________________________
Title: _________________________________________________
Corporate Guarantor (Seal)
WITNESS:
1.
_________________________________________________
_________________________________________________
2.
_________________________________________________
_________________________________________________
Name, Title & Address
Price Adjustment Indices
The drawings are available at the attached QR Code which are rquired to be downloded through scanning of the same. Further, a declaration affirming the understanding of the layout shall be submitted along with the bid.
The Annexure shall constitute an integral, essential, and binding part of the Bidding Documents. The Bidder shall download the aforesaid Annexures, duly sign and stamp each page thereof, and upload the complete scanned copy as an integral part of its bid submission. Failure to comply with this requirement may render the bid non-responsive, in accordance with the applicable procurement rules and the provisions of the Bidding Documents.
The Annexure shall constitute an integral, essential, and binding part of the Bidding Documents. The Bidder shall download the aforesaid Annexures, duly sign and stamp each page thereof, and upload the complete scanned copy as an integral part of its bid submission. Failure to comply with this requirement may render the bid non-responsive, in accordance with the applicable procurement rules and the provisions of the Bidding Documents.
The Annexure shall constitute an integral, essential, and binding part of the Bidding Documents. The Bidder shall download the aforesaid Annexures, duly sign and stamp each page thereof, and upload the complete scanned copy as an integral part of its bid submission. Failure to comply with this requirement may render the bid non-responsive, in accordance with the applicable procurement rules and the provisions of the Bidding Documents.
The Annexure shall constitute an integral, essential, and binding part of the Bidding Documents. The Bidder shall download the aforesaid Annexures, duly sign and stamp each page thereof, and upload the complete scanned copy as an integral part of its bid submission. Failure to comply with this requirement may render the bid non-responsive, in accordance with the applicable procurement rules and the provisions of the Bidding Documents.
The Annexure shall constitute an integral, essential, and binding part of the Bidding Documents. The Bidder shall download the aforesaid Annexures, duly sign and stamp each page thereof, and upload the complete scanned copy as an integral part of its bid submission. Failure to comply with this requirement may render the bid non-responsive, in accordance with the applicable procurement rules and the provisions of the Bidding Documents.
The Annexure shall constitute an integral, essential, and binding part of the Bidding Documents. The Bidder shall download the aforesaid Annexures, duly sign and stamp each page thereof, and upload the complete scanned copy as an integral part of its bid submission. Failure to comply with this requirement may render the bid non-responsive, in accordance with the applicable procurement rules and the provisions of the Bidding Documents.
Bidders shall provide information as per the Proforma attached as Annexure 3.1 (i) along with documentary evidences mentioned therein, failing which shall result in zero marks.
Bidders shall provide information as per the Proforma attached as Annexure 3.1 (ii) along with documentary evidences mentioned therein, failing which shall result in zero marks.