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).
Pakistan Airports Authority (Planning & Development Directorate), Director Planning & Development
P&D Directorate, HQPAA, Terminal-1 Jinnah International Airport, Karachi
+92-992-42773
director.pdev@paa.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: Pakistan Airports Authority (Planning & Development Directorate)
The subject of procurement is: Construction of New Air Traffic Control Tower (ATCT), Fire Station and Allied Facilities at Skardu International Airport, Skardu
Period for completion of the works 2 Years
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: P71309
ITB Number 3.1
JV/Consortium or Association Allowed: Yes
Maximum number of members in the joint venture shall be: 3.
ITB Number 6.4
The Bidders may seek clarifications through EPADS v2.0: Last Clarification Date: Thursday, August 13, 2026
Pre-Bid Meeting: Thursday, August 13, 2026 11:00 AM
Meeting Link:
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:
Documents Comprising the Technical Proposal
The Technical Proposal shall comprise the following documents, duly completed, signed and stamped, together with all supporting documentary evidence required under the Bidding Documents:
A. Mandatory Bid Submission Documents
B. Standard Qualification Forms
The following forms shall be duly completed, signed and stamped, together with all supporting documents required therein:
C. Technical Schedules
The following schedules shall be duly completed, signed and stamped, together with all supporting documents required therein:
Notes
The Procuring Agency/Employer may seek clarification of non-material omissions or irregularities in accordance with the Instructions to Bidders; however, such clarification shall not be construed as permitting any change to the substance of the Bid.
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 | --- | 0.694 |
| 2 | Local Labour | PBS Monthly CPI - Urban Inter-City Consumer Prices of Construction and Energy Items for Abbottabad - Labour (unskilled) | 0.051 |
| 3 | Steel (Reinforcing & Structural) | PBS Monthly CPI - Urban Inter-City Consumer Prices of Construction and Energy Items for Abbottabad - Iron bars (1/2" 40 grade) (M.S. bars) (per tonne) | 0.089 |
| 4 | High Speed Diesel (HSD) | PBS – WPI Base 2015-16 Annex – C [072-Diesel Oil] | 0.092 |
| 5 | Aggregates (crushed) | PBS Monthly CPI - Urban Inter-City Consumer Prices of Construction and Energy Items for Abbottabad – Bajri (rata) (per truck) (100 CFT) | 0.043 |
| 6 | Electrical Wiring and Equipment | PBS – WPI Base 2015-16 Annex – C [105 Electric Wires] | 0.031 |
| Total | PKR | 1.00 |
ITB Number 15.1
The Bid Validity period shall be 180 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: Bank Guarantee
ITB Number 19.1
The deadline for Bid submission is: Thursday, August 27, 2026 11:00 AM
Address for submission of Original Bid Security: P&D Directorate, HQPAA, Terminal-1 Jinnah International Airport, Karachi
ITB Number 21.1
The Bid opening shall take place at: EPADS v2.0
Day : Thursday
Date: August 27, 2026
Time : 12:30 PM
ITB Number 27.1
The currency that shall be used for Bid evaluation and comparison purposes to convert all Bid prices expressed in various currencies is: PKR Only
The source of exchange rate shall be: Nil
The date of exchange rate shall be: Nil
ITB Number 28.2 & 28.5
Least Cost Based Selection (LCBS)
see Evaluation Criteria
ITB Number 29.1
Domestic preference to apply.
Domestic preference: No
Preference to domestic or national suppliers or contractors shall be provided in accordance with policies of the Federal Government and/or in accordance with the regulations issued by the Authority.
If Yes, The percentage for the domestic preference alongwith calculation formula is provided in the evaluation and qualification criteria.
ITB Number 32.2
Sub-contracting is allowed? : 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 |
|---|---|
| Any | FBR (NTN) PEC |
| Eligibility Criteria | Document |
|---|---|
| A duly executed Authorization Letter or Power of Attorney, authorizing the designated representative to sign and submit the Bid on behalf of the Bidder or, in the case of a Joint Venture (JV), on behalf of each JV partner. | Yes |
| In the case of a Joint Venture, a separate Authorization Letter or Power of Attorney shall also be provided, designating an authorized representative of the JV to sign and submit the Bid on behalf of the JV as a whole. Such authorization shall be duly executed by the authorized representatives of all JV partners. [To be submitted as per the formats provided Bidding Forms.] In case this does not pertain to you attach a single pager stating this as not applicable. | Yes |
| Local constructor(s) applying individually shall have valid registration with Pakistan Engineering Council in Category C-A. The firm must also hold the following minimum Specialization Codes: CE-01, CE-02(ii) (Piling), CE-10 , BC-01(ii), ME-01, ME-02, ME-03, EE-03, EE-04 & EE-07. Refer to Evaluation Criteria 1.1 (b) (i). In case this does not pertain to you attach a single pager stating this as not applicable. | Yes |
| Local Constructor (Lead Partner) having valid PEC registration in Category C-A may form a joint venture with local constructor(s) having PEC registration in Category C-2 or above. The JV shall collectively possess all Specialization Codes listed in 1.1(b)(i) above. In case this does not pertain to you attach a single pager stating this as not applicable. | Yes |
| Foreign Constructor (Lead Partner) having valid PEC registration in Category FC-A may form a joint venture with local constructor(s) having PEC registration in Category C-2 or above. The JV shall collectively possess all Specialization Codes listed in 1.1(b)(i) above. In case this does not pertain to you attach a single pager stating this as not applicable. | Yes |
| Provision of valid NTN/STRN Certificate from Federal Board of Revenue along with proof of being an active taxpayer (where applicable). | Yes |
| An affidavit as per as per the standard format provided in the Technical Forms (Attachment-I) on non-judicial Stamp paper of PKR 500. Also refer to Evaluation Criteria 1.1 (d) . | Yes |
| JV Agreement providing joint and several liability with respect to the contract. A Joint Venture Bid must comply with the requirements of Evaluation Criteria Section 1.3 | Yes |
Least Cost Based Selection (LCBS)
| Technical Marks | 1000 | |
|---|---|---|
| Passing Marks | 700 | |
| Financial Soundness – Please refer to sub-section 1.4.1 of Section V Evaluation Criteria | ||
| Available Bank Credit Facility (Project-specific in current dates): Fifty (50) marks will be given if the available Bank Credit Line Limit is equal to PKR 2,000 million. Ten (10) additional marks will be given for every PKR 500 million increase in the Credit Line. Full marks (100) will be given if the Credit Line Limit is ≥ PKR 4,500 million. No marks will be given if the Credit Line Limit is less than PKR 2,000 million. Kindly attach Current dated Letter issued by Banks for showing project-specific sanctioned credit line. (Qualitative)(Doc Required) | 100 | |
| Average Working Capital (from Audited Financial Statements of last three (03) years): Fifty (50) marks will be given if the Average Working Capital for any three years is equal to PKR 2,000 million. ten (10) additional mark will be given for every PKR 500 million increase in Working Capital. Full marks (100) will be given if the Average Working Capital is ≥ PKR 4,500 million. No marks will be given if the Average Working Capital is less than PKR 2,000 million. Kindly attach The Audited Balance Sheets of the last three (03) financial years (Forms FIN-3.1 and FIN-3.2) from a Chartered Accountant firm. (Qualitative)(Doc Required) | 100 | |
| Average Annual Turnover (from Audited Financial Statements of last three (03) years): Fifty (50) marks will be given if the Average Annual Turnover for the last three years is equal to PKR 5,000 million. Ten (10) additional mark will be given for every PKR 1,000 million increase in Average Annual Turnover. Full marks (80) will be given if the Average Annual Turnover is ≥ PKR 10,000 million. No marks will be given if the Average Annual Turnover is less than PKR 5,000 million. Kindly attach The Audited Balance Sheets of the last three (03) financial years (Forms FIN-3.1 and FIN-3.2) from a Chartered Accountant firm. (Qualitative)(Doc Required) | 100 | |
| Experience Capability – Please refer to sub-section 1.4.2 of Section V Evaluation Criteria | ||
| Projects of airport infrastructure (e.g., ATC towers, terminal buildings) having a minimum project cost of PKR 6,000 million, successfully completed during the last ten (10) years. [50 marks for each successfully completed project] Kindly attach Forms EXP-4.1 and EXP-4.2 along with documentary evidence such as Letter of Award and Taking-Over Certificate/Defects Liability Certificate/Substantial Completion Certificate issued by the Client (Qualitative)(Doc Required) | 100 | |
| Projects of similar nature including piling works for high-rise buildings, successfully completed with a minimum project cost of PKR 1,000 million during the last ten (10) years. [50 marks for each successfully completed project] Kindly attach Forms EXP-4.1 and EXP-4.2 along with documentary evidence such as Letter of Award and Taking-Over Certificate/Defects Liability Certificate/Substantial Completion Certificate issued by the Client. (Qualitative)(Doc Required) | 100 | |
| Projects of similar nature including roads, bridges, runways, taxiways, and apron works, successfully completed with a minimum project cost of PKR 3,500 million during the last ten (10) years. [50 marks for each successfully completed project] Kindly attach Forms EXP-4.1 and EXP-4.2 along with documentary evidence such as Letter of Award and Taking-Over Certificate/Defects Liability Certificate/Substantial Completion Certificate issued by the Client. (Qualitative)(Doc Required) | 100 | |
| Projects of similar nature executed on Steel Structure / pre-engineered building with at least 20,000 Sft foot print, successfully completed with a minimum project cost of PKR 300 million during the last ten (10) years. [50 marks for each successfully completed project] Kindly attach Forms EXP-4.1 and EXP-4.2 along with documentary evidence such as Letter of Award and Taking-Over Certificate/Defects Liability Certificate/Substantial Completion Certificate issued by the Client. (Qualitative)(Doc Required) | 100 | |
| Personnel Capability – Please refer to sub-section 1.4.3 of Section V Evaluation Criteria | ||
| Project/Construction Manager: Must be a Bachelor's Degree holder in Civil/Electrical/Mechanical Engineering, registered with PEC. Kindly attach Forms PER-1 and PER-2 supported by documentary evidence including: copy of educational qualification certificate/degree; PEC registration certificate (for engineers); detailed CVs signed by the personnel; and employment status with the Bidder (appointment letter/experience certificate) of the proposed expert (Qualitative)(Doc Required) More than 15 years total experience (with at least 5 years in a managerial role on high-rise or complex infrastructure projects) (20) >12–15 years total experience (15) >10–12 years total experience (10) | 20 | |
| Civil Engineer: Must be a Bachelor's Degree holder in Civil Engineering, registered with PEC. Kindly attach Forms PER-1 and PER-2 supported by documentary evidence including: copy of educational qualification certificate/degree; PEC registration certificate (for engineers); detailed CVs signed by the personnel; and employment status with the Bidder (appointment letter/experience certificate) of the proposed expert (Qualitative)(Doc Required) More than 10 years’ specific experience in execution of building projects (20) >7–10 years (15) >4–7 years (10) | 20 | |
| Planning Engineer: Must be a Bachelor's Degree holder in Engineering registered with PEC, proficient in Primavera/MS Project. Kindly attach Forms PER-1 and PER-2 supported by documentary evidence including: copy of educational qualification certificate/degree; PEC registration certificate (for engineers); detailed CVs signed by the personnel; and employment status with the Bidder (appointment letter/experience certificate) of the proposed expert (Qualitative)(Doc Required) More than 15 years’ total experience (specific experience in project planning for large-scale construction) (20) >12–15 years total experience (15) >10–12 years total experience (10) | 20 | |
| Electrical Engineer: Must be a Bachelor's Degree holder in Electrical Engineering, registered with PEC. Kindly attach Forms PER-1 and PER-2 supported by documentary evidence including: copy of educational qualification certificate/degree; PEC registration certificate (for engineers); detailed CVs signed by the personnel; and employment status with the Bidder (appointment letter/experience certificate) of the proposed expert (Qualitative)(Doc Required) More than 8 years specific experience in electrical systems for buildings/infrastructure. (20) >5–8 years (15) >3–5 years (10) | 20 | |
| Mechanical Engineer: Must be a Bachelor's Degree holder in Mechanical Engineering, registered with PEC. Kindly attach Forms PER-1 and PER-2 supported by documentary evidence including: copy of educational qualification certificate/degree; PEC registration certificate (for engineers); detailed CVs signed by the personnel; and employment status with the Bidder (appointment letter/experience certificate) of the proposed expert (Qualitative)(Doc Required) More than 8 years specific experience in HVAC and firefighting systems (20) >5–8 years (15) >3–5 years (10) | 20 | |
| HSE Officer: Must hold NEBOSH IGC, IOSH, or equivalent certification. Kindly attach Forms PER-1 and PER-2 supported by documentary evidence including: copy of educational qualification certificate/degree; PEC registration certificate (for engineers); detailed CVs signed by the personnel; and employment status with the Bidder (appointment letter/experience certificate) of the proposed expert (Qualitative)(Doc Required) More than 8 years specific experience in construction safety (20) >5–8 years (15) >3–5 years (10) | 20 | |
| Quantity Surveyor: Must hold a Diploma of Associate Engineer in Civil or a Bachelor's Degree in a relevant field. Kindly attach Forms PER-1 and PER-2 supported by documentary evidence including: copy of educational qualification certificate/degree; PEC registration certificate (for engineers); detailed CVs signed by the personnel; and employment status with the Bidder (appointment letter/experience certificate) of the proposed expert (Qualitative)(Doc Required) More than 8 years specific experience in quantity surveying/billing (20) >5–8 years (15) >3–5 years (10) | 20 | |
| Surveyor: Must hold a Diploma of Associate Engineer in Civil or a Certificate in Surveying. Kindly attach Forms PER-1 and PER-2 supported by documentary evidence including: copy of educational qualification certificate/degree; PEC registration certificate (for engineers); detailed CVs signed by the personnel; and employment status with the Bidder (appointment letter/experience certificate) of the proposed expert (Qualitative)(Doc Required) More than 8 years specific experience in land/building surveying (10) >5–8 years (7) >3–5 years (5) | 10 | |
| Equipment Capability – Please refer to sub-section 1.4.4 of Section V Evaluation Criteria | ||
| Concrete Batching Plant (min. 30 cu.m/hr): 01 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 10 | |
| Concrete Pump (min. 30 cu.m/hr): 01 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 10 | |
| Motor Grader (min. 12 ft blade) : 02 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 20 | |
| Excavator (min. 20-ton operating weight) : 02 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 20 | |
| Piling Rig (for bored cast-in-situ piles, dia. >1100 mm & depth 25 meters) : 01 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 10 | |
| Loaders/Backhoes (min. 2.5 cu.m bucket) : 02 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 20 | |
| Transit Mixers (>6 cu.m capacity) : 02 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 20 | |
| Mobile Crane (>30-ton, all-terrain, with load chart for 30 m height) : 01 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 10 | |
| Dump Trucks (>6 cu.m capacity) : 04 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 20 | |
| Asphalt Paver (min. 4 m paving width) : 01 No. Kindly attach documentary evidence such as ownership documents, rental/lease agreements, or letters of intent from equipment suppliers must be provided (Form EQU) (Qualitative)(Doc Required) | 10 | |
Jobs Without Lots :
| Job | Delivery Schedule | Quantity | Bid Security |
|---|---|---|---|
| Construction of New Air Traffic Control Tower (ATCT), Fire Station and Allied Facilities at Skardu International Airport, Skardu | Address: Skardu International Airport, SkarduSchedule: 730 DaysQuantity: 1/job |
1/job | 100000000 PKR |
Jobs Without Lots :
Job: Construction of New Air Traffic Control Tower (ATCT), Fire Station and Allied Facilities at Skardu International Airport, Skardu
Specifications / Requirements:
| Sr. No | Item No | Description | Unit | Quantity | Rate | Rate (Rs) | Amount |
|---|---|---|---|---|---|---|---|
| 1 | USD | PKR | PKR | ||||
| 2 | G | Bill No. 01: Preliminaries and General Items - Administrative Arrangement including Transportation, Site Offices & Mess + Accommodation REF: Technical Specifications Section - 0010, Section - 0030 | |||||
| 3 | G-1 | Providing new vehicles for the exclusive use of the Employer and the Engineer in accordance with the Technical Specification Section 0010, including supply, delivery, inspection, registration facilitation, tools, accessories, owner's manuals, warranties and all associated requirements, complete in all respects. REF: Technical Specifications Section - 0010 | |||||
| 4 | G-1-1 | Toyota Hilux Revo Rocco 2.8L 4×4 A/T. REF: Technical Specifications Section - 0010 | No. | 1 | Not Applicable | ||
| 5 | G-1-2 | BYD Shark 6 DMO AWD Premium (PHEV Pickup Truck) REF: Technical Specifications Section - 0010 | No. | 1 | Not Applicable | ||
| 6 | G-1-3 | Changan Oshan X7 Future Sense 7-Seat. REF: Technical Specifications Section - 0010 | No. | 1 | Not Applicable | ||
| 7 | G-1-4 | Honda BRV i-VTEC S (CVT) REF: Technical Specifications Section - 0010 | No. | 2 | Not Applicable | ||
| 8 | G-2 | Registration, licensing, comprehensive insurance coverage, token taxes, withholding taxes, route permits and all statutory fees, duties and charges required for operation of the vehicles, including renewals where applicable, until issuance of the DLC, complete in all respects. REF: Technical Specifications Section - 0010 | LS | 1 | Not Applicable | ||
| 9 | G-3 | Operation, management and comprehensive maintenance of all vehicles, including provision of drivers, fuel, lubricants, tyres, batteries, consumables, routine servicing, preventive maintenance, repairs, breakdown assistance, replacement of worn or damaged parts, insurance claim handling and all other costs necessary to keep the vehicles fully operational, roadworthy and continuously available for the exclusive use of the Employer and the Engineer throughout the Contract Period until issuance of the DLC, complete in all respects. REF: Technical Specifications Section - 0010 | LS/Month | 36 | Not Applicable | ||
| 10 | G-4 | Providing, establishing, furnishing, equipping, testing and commissioning a fully functional Combined Employer's and Engineer's Site Office Complex in accordance with the Drawings and Technical Specification Section-0010, including all prefabricated office buildings, conference and meeting facilities, records and sample storage rooms, toilets and ablution facilities, foundations, utility connections, internal roads, parking areas, external works, electrical and mechanical installations, lighting, air-conditioning, backup generators, water supply, sewerage and drainage systems, LAN/Wi-Fi infrastructure, furniture, IT and communication equipment, office equipment, fire safety provisions, fixtures, fittings, accessories and all ancillary works required to provide a complete and operational facility ready for use by the Employer and the Engineer, complete in all respects. REF: Technical Specifications Section - 0010 | LS | 1 | Not Applicable | ||
| 11 | G-5 | Operation, management and maintenance of the Combined Employer's and Engineer's Site Office Complex from commencement of use until issuance of the DLC, including operation and maintenance of all buildings, utilities, generators, furniture, equipment and services; provision of electricity, fuel, water, internet, telephone services, stationery, office consumables, drinking water, security staff, office attendants, janitorial staff, cleaning services, repairs, replacements, utility charges and all other recurring costs necessary to maintain the facility in a safe, fully functional and satisfactory condition until issuance of the DLC, complete in all respects. REF: Technical Specifications Section - 0010 | LS/Month | 36 | Not Applicable | ||
| 12 | G-6 | Provision through rental or hiring arrangements of separate furnished Staff Accommodation and Mess Facilities for the exclusive use of the Employer and the Engineer, in accordance with Technical Specification Section-0010, including suitable accommodation units, bedrooms, dining facilities, kitchens, toilets, furniture, appliances, fixtures, fittings, utensils and all other facilities necessary to provide complete, operational and habitable accommodation and mess facilities ready for occupation and use until issuance of the DLC, complete in all respects. REF: Technical Specifications Section - 0010, Section - 0030 | LS/Month | 36 | Not Applicable | ||
| 13 | G-7 | Operation, management and maintenance of the Employer's and Engineer's Staff Accommodation and Mess Facilities from the date of occupation until issuance of the DLC, including provision of cooks, mess attendants, housekeeping staff, cleaners, security personnel and other support staff; payment of electricity, water, gas, internet and communication charges; procurement of cleaning materials and consumables; routine upkeep, repairs, maintenance and replacement of furniture, fixtures, fittings, appliances and utensils; waste disposal, pest control and all other services, resources and recurring costs necessary to maintain the accommodation and mess facilities in a safe, hygienic, comfortable and fully functional condition, complete in all respects. REF: Technical Specifications Section - 0010, Section - 0030 | LS/Month | 36 | Not Applicable | ||
| 14 | G-8 | Provision, preparation, maintenance, and payment of rental charges for temporary access road(s) from JSR (Main Road) to the Combined Employer's and Engineer's Site Office Complex for the entire Contract period, including grading, compaction, drainage, reinstatement, and all incidental works, complete in all respects. REF: Technical Specifications Section - 0010 | LS/Month | 36 | Not Applicable | ||
| 15 | G-9 | Providing, installing, maintaining, (as required), and removing temporary fencing around the project site and work areas, complete in accordance with drawings, specifications, and the Engineer's instructions, including all materials, labor, equipment, fixings, supports, transportation, maintenance during the contract period, dismantling upon completion, and all incidental works, complete in all respects. REF: Technical Specifications Section - 0010 | Job | 1 | Not Applicable | ||
| 16 | CP | Bill No. 02: Civil Works – Substructure & Superstructure, SH:Pile Works | |||||
| 17 | CP-1 | Providing and casting in situ bored reinforced concrete piles using Ordinary portland cement / Sulphate resisting cement or as may be required, including screening, washing of aggregates, mixing of constituents using batching plant, Transportation by Transit Mixer, Pouring in the required proportion to achieve a nominal cylindrical strength in the field as per ACI-214, with the specified consistency. i/c the cost of labour, boring, equipment / machinery, platform (except the cost of steel reinforcement, its labour for bending and laying in position and boat platform etc. which will be paid separately) including the cost of concrete pump and admixture, as approved and directed by the Engineer Incharge. 3000 PSI (Dia as mentioned in drawing) REF: Technical Specifications Section - 0190, Section - 0150, Section - 0145, Section - 0140 | Rft | 7410 | Not Applicable | ||
| 18 | CP-2 | Fabrication of mild steel reinforcement deformed bar cage of specified yield strength for R.C.C bored piles including cutting bending, lowering of cage with crane in position,welding and fastening, including the cost of binding wire, Crane Machine (also includes removal of rust from the bars) as approved and directed by the Engineer Incharge. REF: Technical Specifications Section - 0190, Section - 0150, Section - 0145, Section - 0140 Grade - 60. | Kg | 122283.8 | Not Applicable | ||
| 19 | CB | Bill No. 02: Civil Works – Substructure & Superstructure, SH: Building Structure Work | |||||
| 20 | CB-1 | Excavation in all kind of soils at any level/height including clearing & grubbing, trimming/dressing out,disposal of surplus/unsuitable material at area designated by the Engineer within or outside work site, and i/c all lead & lift, marking alignment for layout by providing permanent benchmarks and alignment pillars including levels and grid lines etc. and necessary protection/ shoring/ stability to excavated areas/sides, dewatering and keeping the area to dry,all operations & arrangements in connection with earth works to complete conforming to the requirements of drawings, specifications and instructions by the Engineer In Charge. REF: Technical Specifications Section - 0100, Section - 0050, Section - 0060 | Cft | 46989 | Not Applicable | ||
| 21 | CB-2 | Spraying termite proofing using liquid FMC/ Biflex/Terminix Exin/ Ms Hextar or eq @ spd suspension concenterate (SC), Mixing ability-HEXTAR with Ratio (1:250) = 540 Sq Ft or equivalent liquid applying with shower and certificate will be provided by the contractor for 10-years compere in complete in all respect as approved by the Engineer Incharge. REF: Technical Specifications Section - 0130 | Sft | 41337 | Not Applicable | ||
| 22 | CB-3 | Providing, laying Engineering Fill shall be well graded and a mixture of non-toxic soil, filling shall be placed in layers not exceeding 6" in compacted thickness, filling shall be compacted to a drey density not less than 95% of maximum dry density (ASTM D-1557), i/c lead and transportation to site, as shown in drawings complete in all respect, as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0100 | Cft | 133346 | Not Applicable | ||
| 23 | CB-4 | Providing & Laying in position, True to line, level, grade, at any height. aggregate (as approved) including screening and washing of aggregate & Sand (as approved), finishing smooth, curing, lifting if required, complete in all respect, drawing specifications and as directed by the Engineer. Ratio 1:4:8 Under footing. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 3666.31 | Not Applicable | ||
| 24 | CB-5 | Providing & Laying in position light-weight concrete, as approved, finishing smooth, curing, lifting if required, complete in all respect, drawing specifications and as directed by the Engineer. REF: Technical Specifications Section - 0150, Section - 0140 | Cft | 8509.69 | Not Applicable | ||
| 25 | CB-6 | Providing, laying, compacting and curing sand, under floor and compaction, complete in all respect, as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0120, Section - 0100 | Cft | 12062.5 | Not Applicable | ||
| 26 | CB-7 | Providing, laying, dry rammed brick or stone ballast 1 1/2" to 2" gauge, complete in all respect, as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0120, Section - 0100 | Cft | 6031.25 | Not Applicable | ||
| 27 | CB-8 | Providing & Laying in position, True to line, level, Reinforced Cement Concrete cylinder strength of 3000 PSI at 28 days Using 3/4" down gauge graded crushed stone aggregate (as approved), Sand (as approved), SR Cement (where required), as per dimensions and design, as shown on the drawing, mixing with approved mechanical means, finishing smooth, curing, lifting, vibrating, making arrangements for any scaffolding work & fittings using steel plate (Dent free), or wooden ply (laminated) & building paper for form work complete in all respect, as per drawings, specifications as directed by the Engineer. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140, Section - 0200 | |||||
| 28 | CB-8-1 | RCC in Footing. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 24783.56 | Not Applicable | ||
| 29 | CB-8-2 | RCC in Slab. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 20193.95 | Not Applicable | ||
| 30 | CB-8-3 | RCC in Stairs. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 735 | Not Applicable | ||
| 31 | CB-9 | Providing & Laying in position, True to line, level, Reinforced Cement Concrete cylinder strength of 4500 PSI at 28 days Using 3/4" down gauge graded crushed stone aggregate (as approved), Sand (as approved), SR Cement (where required), as per dimensions and design, as shown on the drawing, mixing with approved mechanical means, finishing smooth, curing, lifting, vibrating, making arrangements for any scaffolding work & fittings using steel plate (Dent free), or wooden ply (laminated) & building paper for form work complete in all respect, as per drawings, specifications as directed by the Engineer. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140, Section - 0200 | |||||
| 32 | CB-9-1 | RCC in Beams. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 17262.68 | |||
| 33 | CB-9-2 | RCC In Lift & Shear Wall. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 4170 | Not Applicable | ||
| 34 | CB-9-3 | Columns. REF: Technical Specifications Section - 0150, Section - 0145 | Cft | 8848.7 | Not Applicable | ||
| 35 | CB-10 | Providing, fabrication, straightening, cutting, bending, placing, binding with annealed wire, including removal of rust from bars with sand blasting, PCC Spacer block, wastage, etc. complete in all respect, as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0145 | Kg | 342864.7 | Not Applicable | ||
| 36 | CB-11 | Providing and applying torch-on plain waterproofing bituminous membrane of specified thickness duly lapped/connected by heating with Torch over ps-6 primer i/c preparation/smoothen the surface complete in all respect as approved and directed by the Engineer Incharge. REF: Technical Specifications Section - 0150 | Sft | 18541 | Not Applicable | ||
| 37 | CB-12 | Providing and embedding 10" (250mm) wide PVC water stopper in expansion joints of RCC structures (Retaining walls, water tanks, Slabs) complete in all respect. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Rft | 461 | Not Applicable | ||
| 38 | CB-13 | Providing and laying concrete block masonry having 1800 psi compressive cube strength at 28 days for Internal/External walls as in specified thickness & laid in specified cement sand mortar , placed at any height/level masonry to be laid in courses true to line, level and plumb, protected and properly cured including scaffolding, wastage, deep joints to receive rendering, chiseling including all dowels/ steel bars /anchoring/GI wall ties/strip etc., to be installed horizontally/ vertically as specified in general notes/details drawing typical, curing, placing of all embedded items in position i.e. conduits/ sleeves/ anchors/ all other fittings/ accessories etc., as necessary related to MEP provisions. Complete in all respects and conforming to the requirements of drawings, specifications and instructions by the Engineer In charge. REF: Technical Specifications Section - 0200, Section - 0260 | |||||
| 39 | CB-13-1 | 4" thick 1800 PSI. REF: Technical Specifications Section - 0200 | Cft | 2390 | Not Applicable | ||
| 40 | CB-13-2 | 8" thick. REF: Technical Specifications Section - 0200 | Cft | Not Applicable | |||
| 41 | CB-13-3 | Upto Plinth Level. REF: Technical Specifications Section - 0260 | Cft | 1800 | Not Applicable | ||
| 42 | CB-13-4 | Above Plinth. REF: Technical Specifications Section - 0260 | Cft | 34320 | Not Applicable | ||
| 43 | CB-14 | Providing and applying Cement Sand Plaster 1/2" Thick 1:4 Cement Sand Plaster on inner surface using sand (as approved) at any height / depth including making edges, corners, mesh where required at abuts of the concrete and brick faces, cleaning, preparation of surface, complete in all respect as per drawing specification and as directed by the Engineer. REF: Technical Specifications Section - 0260 | Sft | 36528 | Not Applicable | ||
| 44 | CB-15 | Providing and applying Cement Sand Plaster 3/4" Thick 1:4 Cement Sand Plaster on external surface sand (as approved) at any height / depth including making edges, groove drip course, corners, mesh where required at abuts of the concrete and brick faces, cleaning, preparation of surface, complete in all respect as per drawing specification and as directed by the Engineer. REF: Technical Specifications Section - 0260 | Sft | 15572 | Not Applicable | ||
| 45 | CB-16 | Providing all civil, structural, waterproofing, and mechanical works for underground fire fighting water storage tank including excavation in all types of soils; dewatering, shoring, disposal of surplus excavated material, and site preparation; plain cement concrete (PCC); reinforced cement concrete (RCC) of specified grades for raft foundation, walls, roof slab, beams, and other structural components including formwork, curing, and reinforcement steel (Grade 60) complete with cutting, bending, placing, and binding; internal and external cement plaster; complete waterproofing system including membranes and PVC water stops at construction and expansion joints; supply and installation of manholes with heavy-duty covers, cast iron step irons, access openings, vents, overflow, washout arrangements; complete mild steel piping system including inlet, outlet/suction headers, fire-fighting connections, overflow, drain/washout, spare connections, valves, fittings, supports, fabrication, protective coating, testing, flushing, commissioning, and all incidental works required for a complete and functional fire-fighting water storage tank, in accordance with the drawings, technical specifications, and the instructions of the Engineer-in-Charge. Reference: Technical Specifications Sections 0100, 0050, 0060, 0140, 0145, 0150, and 0260. | Job | 1 | Not Applicable | ||
| 46 | CB-17 | Providing all civil, structural, waterproofing, and mechanical works for Underground Water Storage Tank including excavation in all types of soils, dewatering, shoring, disposal of surplus excavated material, and site preparation; plain cement concrete (PCC); reinforced cement concrete (RCC) of specified grades for raft foundation, walls, roof slab, beams, and all associated structural components including formwork and curing; reinforcement steel (Grade 60) including cutting, bending, placing, and binding; internal and external cement plaster; complete waterproofing system including waterproofing membranes and PVC water stops at construction and expansion joints; provision and installation of access manholes with heavy-duty covers and cast iron step irons; complete mild steel piping system including inlet, outlet/suction headers, overflow, washout, vent, and spare connections with all fittings, valves, supports, fabrication, installation, protective coating, testing, and commissioning; including all incidental works necessary for a complete and fully functional underground water storage tank, in accordance with the drawings, technical specifications, and the instructions of the Engineer-in-Charge. Reference: Technical Specifications Sections 0100, 0050, 0060, 0140, 0145, 0150, and 0260. | Job | 1 | Not Applicable | ||
| 47 | CB-18 | Providing all civil, structural, waterproofing, and mechanical works for the construction of an overhead water storage tank, including reinforced cement concrete (RCC) of specified grades for base slab, walls, roof slab, beams, and all associated structural components complete with formwork and curing; reinforcement steel (Grade 60) including cutting, bending, placing, and binding; internal and external cement plaster; complete waterproofing system including waterproofing membranes and PVC water stops at construction and expansion joints; provision and installation of access manholes with heavy-duty covers and cast iron step irons; complete mild steel piping system including inlet, outlet/suction headers, overflow, washout, vent, and spare connections with all fittings, valves, supports, fabrication, installation, protective coating, testing, and commissioning; including all ancillary works required for a complete and operational overhead water storage tank, in accordance with the drawings, technical specifications, and the instructions of the Engineer-in-Charge. Reference: Technical Specifications Sections 0140, 0145, 0150, and 0260. | Job | 1 | Not Applicable | ||
| 48 | CB-19 | Providing all civil, structural, waterproofing, and mechanical works for the construction of an underground rainwater harvesting storage tank, including excavation in all types of soils, dewatering, shoring, disposal of surplus excavated material, and site preparation; plain cement concrete (PCC); reinforced cement concrete (RCC) of specified grades for raft foundation, walls, roof slab, and all associated structural components complete with formwork and curing; reinforcement steel (Grade 60) including cutting, bending, placing, and binding; internal and external cement plaster; complete waterproofing system including waterproofing membranes and PVC water stops at construction and expansion joints; provision and installation of access manholes with heavy-duty covers and cast iron step irons; complete mild steel piping system including inlet, outlet/suction headers, overflow, washout, vent, and spare connections with all fittings, valves, supports, fabrication, installation, protective coating, testing, and commissioning; including all ancillary works necessary for a complete and operational rainwater harvesting storage tank, in accordance with the drawings, technical specifications, and the instructions of the Engineer-in-Charge. Reference: Technical Specifications Sections 0050, 0060, 0100, 0140, 0145, 0150, and 0260. | Job | 1 | Not Applicable | ||
| 49 | CB-20 | Providing all civil, structural, waterproofing, and plumbing works for the construction of a Septic tank, including reinforced cement concrete (RCC) of specified grades for raft foundation, walls, partition walls, roof slab, and all associated structural components complete with formwork and curing; reinforcement steel (Grade 60) including cutting, bending, placing, and binding; internal and external cement plaster; complete waterproofing system including waterproofing membranes and PVC water stops at construction and expansion joints; provision and installation of access manholes with heavy-duty covers and cast iron step irons; complete uPVC piping system including inlet, outlet, vent, and interconnecting pipework with all fittings, jointing, supports, testing, and commissioning; including all ancillary works necessary for a complete and operational septic tank, in accordance with the drawings, technical specifications, and the instructions of the Engineer-in-Charge. Reference: Technical Specifications Sections 0140, 0145, 0150, and 0260. | Job | 1 | Not Applicable | ||
| 50 | CB-21 | Construction of Circular Soakage Well, including all excavation, masonry, structural slabs, and internal filter media, executed in strict accordance with the approved architectural/structural drawings, technical specifications, and instructions of the Engineer-in-Charge. REF: Technical Specifications Section - 0100, Section - 0050, Section - 0060, Section - 0150, Section - 0145, Section - 0140 | Job | 1 | Not Applicable | ||
| 51 | CB-22 | Providing and constructing manhole of the specified size and depth, including excavation in all types of soil to the required depth, disposal of surplus excavated material, plain cement concrete (PCC) bedding, cement concrete block masonry in cement mortar, internal and external cement sand plaster, benching and channeling as required, supplying and fixing heavy-duty cast iron (CI) manhole frame and cover, backfilling with approved material, compaction, curing, and all necessary materials, labor, tools, equipment, transportation, testing, and incidental works, complete in all respects, in accordance with the drawings, specifications, and Engineer's instructions. REF: Technical Specifications Section - 0100, Section - 0050, Section - 0060, Section - 0150, Section - 0140, Section - 0200, Section - 0260, Section - 0145 | No | 45 | Not Applicable | ||
| 52 | CB-23 | All civil, structural, waterproofing, and mechanical works, comprising reinforced cement concrete of specified grades for raft, walls, and stair including formwork and curing; reinforcement steel (Grade-60) including cutting, bending, placing and binding; internal and external plaster; waterproofing membrane system; PVC water stops in construction/expansion joints; provision and fixing of floor drain; and epoxy floor, wall tiles complete in all respects as per drawings, specifications, and instructions of the Engineer-in-Charge. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140, Section - 0260 | Job | 1 | Not Applicable | ||
| 53 | CB-24 | Providing and constructing catch pit complete with excavation in all types of soil, disposal of surplus excavated material, plain cement concrete (PCC) bedding, cement concrete block masonry, internal and external cement plaster, anchoring of cast iron (CI) grating frame, fixing heavy-duty CI grating, backfilling, compaction, curing, and all necessary materials, labor, tools, equipment, testing, and incidental works, complete in all respects, as per drawings, specifications, and Engineer's instructions. REF: Technical Specifications Section - 0100, Section - 0050, Section - 0060, Section - 0150, Section - 0140, Section - 0200, Section - 0260, Section - 0145 | No | 36 | Not Applicable | ||
| 54 | CB-25 | Supply, Installation, Testing, and Commissioning of an Underground Mild Steel (M.S.) Diesel Fuel Storage System, complete in all respects, executed turnkey in strict accordance with approved engineering drawings, technical specifications, and standards of the industry, under the direction of the Engineer-in-Charge. REF: Technical Specifications Section - 0680, 0150 - 0145 - 0140 | Job | 1 | Not Applicable | ||
| 55 | CB-26 | Providing, drilling, constructing, developing, testing and commissioning of deep bore well complete in all respects for combined domestic and ARFF water supply system, minimum 250 ft / 75 m depth or up to approved aquifer, whichever is greater, complete with 12 inch bore, 8 inch casing, screen, gravel pack, sanitary seal, submersible pump, controls, valves, pipework, testing, chlorination and connection to domestic and ARFF/fire water tanks. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140, Section - 0350 | Job | 2 | Not Applicable | ||
| 56 | CS | Bill No. 02: Civil Works – Substructure & Superstructure, SH: Steel Work in Space Frame Structure & Metal Deck Structure | |||||
| 57 | CS-1 | Design, supply, fabrication, and installation of structural steel columns using HSS sections (RHS / CHS) conforming to ASTM A36 / equivalent, including base plates, top plates, stiffeners, stubs, stool pipes, anchor bolts, angle irons, cleats, and all connection accessories. The scope includes sizing, cutting, drilling, welding, grinding, surface preparation, shop fabrication, transportation, loading/unloading, erection and alignment, complete in all respects in accordance with approved drawings, design requirements, specifications, and Engineer’s instructions. REF: Technical Specifications Section - 0160 | Kg | 27800 | Not Applicable | ||
| 58 | CS-2 | Design, supply, fabrication, and installation of doublelayer steel space frame roof structure for the ATC Tower building at the required level, consisting of mild steel CHS tubular members of various diameters and thicknesses used as top chord, bottom chord, and diagonal members forming a 3D space frame system. The structure shall include forged steel cones, sleeves, high-strength bolts, and solid forged MEROtype node joint system, complete with fabrication, welding, tacking, CNC machining, precise node drilling, surface treatment, and powder coating of approved color. The scope further includes secondary GI purlins fixed to top nodes, handling, transportation, erection, bolting, alignment, and completion of works as per approved drawings, specifications, and Engineer’s instructions. (Note: The quantity for payment shall be measured based on the actual developed surface area of the completed roof structure measured along the roof profile along the edges as shown on the approved construction drawings.) REF: Technical Specifications Section - 0160, Section - 0180 | Sft | 25550 | Not Applicable | ||
| 59 | CS-3 | Supply and installation of standing seam lock roofing system using 0.70 mm thick PPGL Aluzinc sheets (AZ 150 coating), roll-formed to required lengths, including seam lock clips with thermal movement provision, ridge and eave galvanized flashing strips, ridge trays, seam fasteners, foam closures, sealants, and all necessary accessories. The work also includes 0.50 mm thick PPGL liner sheets fixed beneath roof purlins, with 100 mm thick rockwool insulation blanket of 80 kg/m³ density placed between roofing and liner sheets for thermal and acoustic insulation. The item further includes all required flashings, sealants, and water test complete in all respects as per drawings, specifications, and Engineer’s instructions. REF: Technical Specifications Section - 0160 | Sft | 25550 | Not Applicable | ||
| 60 | CS-4 | Providing complete structural engineering services for ATC Watch Tower Steel Structure, including structural analysis, design, modelling, preparation of calculations and production of detailed construction/shop drawings based on applicable American Codes and Standards including AISC, ASTM, ASCE and relevant seismic/wind load code. The scope shall include determination and application of all design loads including dead loads, live loads, wind loads, seismic loads and equipment loads applicable to project location, complete 3D structural modelling and analysis, design reports and calculation sheets using SAP2000 and/or STAAD Pro, connection design and details in Tekla for approval. The scope also includes obtaining review/vetting and approval of the structural design and drawings from the Project Consultant/Engineer, including incorporation of all review comments, necessary revisions, resubmissions, preparation of final approved construction documents, and providing all design clarifications, technical support, and coordination required during fabrication and erection of the ATC Watch Tower Steel Structure until successful completion of the works, complete in all respects as per approved drawings, specifications, applicable codes, and Engineer’s instructions. REF: Technical Specifications Section - 0160, Section - 0010 | Job | 1 | Not Applicable | ||
| 61 | CS-5 | Providing, fabricating, supplying and installing MS hot-dip galvanised anchor bolts conforming to ASTM A307 Grade C / equivalent Grade 4.6 complete with heavy hex nuts, washers, anchor plates, templates and all necessary accessories for fixing of structural steel columns of ATC Watch Tower, including cutting, threading, bending, welding, galvanizing, positioning, alignment, leveling and embedding in reinforced concrete foundations as per approved shop drawings, specifications and Engineer’s instructions. The rate shall include all labour, transportation, handling, consumables and complete installation in all respects. REF: Technical Specifications Section - 0160, Section - 0010 | Kg | 943 | Not Applicable | ||
| 62 | CS-6 | MAIN STRUCTURE: Providing, fabricating, supplying, erecting and fixing of structural steel works for construction of ATC Watch Tower comprising steel columns, beams, rafters, stringers, bracings, trusses, platforms and all related structural members fabricated from MS hollow sections, built-up sections, hot rolled H sections, I-sections, channels (C-sections), angle irons and other required structural profiles, including cutting, straightening, drilling, welding, grinding, edge preparation, stiffeners, base plates, cleat plates, connection plates, galvanized connection bolts 10.8 grade, nuts, washers, temporary supports, lifting, alignment and complete erection as per approved shop Hot rolled structural steel sections shall conform to ASTM A36, while built-up welded structural members shall conform to ASTM A572 Grade 50. The item shall include surface preparation by sand blasting /shot blasting SA2.5 profile ,and application one coat of anti rust red oxide paint, all consumables, machinery, labour, transportation and complete installation in all respects. drawings and Engineer’s instructions. REF: Technical Specifications Section - 0160 | Kg | 52647 | Not Applicable | ||
| 63 | CS-7 | Composite Deck Slab on Steel Structure Providing, supplying and installing composite deck slab system over steel structure comprising 0.90 mm thick galvanized profiled steel deck sheet, fixed to structural steel framework with approved fasteners and accessories, including welding/fixing of shear studs to steel beams, edge trims, closures and all necessary accessories complete as per approved drawings and specifications. The item includes casting of 100 mm thick concrete slab having minimum compressive strength of 4000 PSI (28 MPa) over metal deck, including batching, placing, vibrating, finishing and curing complete in all respects. NOTE: Steel reinforcement bars/mesh shall be measured and paid separately under relevant BOQ item Supporting structural steel framework/beams shall also be measured and paid separately. (for steel structure refer item # 6 of this head, & for reinforcement refer item # 17 of building structure) REF: Technical Specifications Section - 0160, Section - 0150, Section - 0145 | Sft | 4116 | Not Applicable | ||
| 64 | CS-8 | Mild Steel Spiral Staircase: Providing, fabricating, supplying and erecting complete Mild Steel Spiral Stair Structure for ATC Tower, comprising central support pipe/column, stringers, treads, landing frames, base plates, stiffeners, connections, MS handrails and MS railing system, fabricated from MS plates, pipes, hollow sections, channels, angles and other required structural sections, including cutting, bending, rolling, welding, grinding, drilling, anchoring, alignment and complete installation as per approved architectural and structural drawings. Steel material for hot rolled sections shall conform to ASTM A36. REF: Technical Specifications Section - 0180 | Kg | 7500 | Not Applicable | ||
| 65 | CU | Bill No. 02: Civil Works – Substructure & Superstructure, SH: Utility Block Structure Work | |||||
| 66 | CU-1 | Excavation in all kind of soils at any level/height including clearing & grubbing, trimming/dressing out,disposal of surplus/unsuitable material at area designated by the Engineer within or outside work site, and i/c all lead & lift, marking alignment for layout by providing permanent benchmarks and alignment pillars including levels and grid lines etc. and necessary protection/ shoring/ stability to excavated areas/sides, dewatering and keeping the area to dry,all operations & arrangements in connection with earth works to complete confirming to the requirements of drawings, specifications and instructions by the Engineer In Charge. REF: Technical Specifications Section - 0100, Section - 0050, Section - 0060.0075,-0730 | Cft | 2551.979682 | Not Applicable | ||
| 67 | CU-2 | Spraying termite proofing using liquid FMC/ Biflex/Terminix Exin/ Ms Hextar or eq @ spd suspension concentrate (SC), Mixing ability-HEXTAR with Ratio (1:250) = 540 Sq Ft or equivalent liquid applying with shower and certificate will be provided by the contractor for 10-years compere in complete in all respect as approved by the Engineer Incharge. REF: Technical Specifications Section - 0130 | Sft | 2250.423 | Not Applicable | ||
| 68 | CU-3 | Providing, laying Engineering Fill shall be well graded and a mixture of non-toxic soil, filling shall be placed in layers not exceeding 6" in compacted thickness, filling shall be compacted to a drey density not less than 95% of maximum dry density (ASTM D-1557), i/c lead and transportation to site, as shown in drawings complete in all respect, as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0100 | Cft | 9833.4 | Not Applicable | ||
| 69 | CU-4 | Providing & Laying in position, True to line, level, grade, at any height. aggregate (as approved) including screening and washing of aggregate & Sand (as approved), finishing smooth, curing, lifting if required, complete in all respect, drawing specifications and as directed by the Engineer. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | |||||
| 70 | CU-4.1 | Ratio 1:4:8 Under footing. | Cft | 967.977918 | Not Applicable | ||
| 71 | CU-5 | Providing & Laying in position light-weight concrete, as approved, finishing smooth, curing, lifting if required, complete in all respect, drawing specifications and as directed by the Engineer. REF: Technical Specifications Section - 0150, Section - 0140 | Cft | 557.226 | Not Applicable | ||
| 72 | CU-6 | Providing & Laying in position, True to line, level, Reinforced Cement Concrete cylinder strength of 3000 PSI at 28 days Using 3/4" down gauge graded crushed stone aggregate (as approved), Sand (as approved), SR Cement (where required), as per dimensions and design, as shown on the drawing, mixing with approved mechanical means, finishing smooth, curing, lifting, vibrating, making arrangements for any scaffolding work & fittings using steel plate (Dent free), or wooden ply (laminated) & building paper for form work complete in all respect, as per drawings, specifications as directed by the Engineer. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140, Section - 0200 | |||||
| 73 | CU-6-1 | RCC in Footing. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 437.5 | Not Applicable | ||
| 74 | CU-6-2 | RCC Pads. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 2214 | Not Applicable | ||
| 75 | CU-6-3 | RCC in Slab. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 2245.3125 | Not Applicable | ||
| 76 | CU-7 | Providing & Laying in position, True to line, level, Reinforced Cement Concrete cylinder strength of 4500 PSI at 28 days Using 3/4" down gauge graded crushed stone aggregate (as approved), Sand (as approved), SR Cement (where required), as per dimensions and design, as shown on the drawing, mixing with approved mechanical means, finishing smooth, curing, lifting, vibrating, making arrangements for any scaffolding work & fittings using steel plate (Dent free), or wooden ply (laminated) & building paper for form work complete in all respect, as per drawings, specifications as directed by the Engineer. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140, Section - 0200 | |||||
| 77 | CU-7-1 | RCC in Beams. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 586.585 | Not Applicable | ||
| 78 | CU-7-2 | RCC Plinth Beams. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Cft | 616.5 | Not Applicable | ||
| 79 | CU-7-3 | Columns. REF: Technical Specifications Section - 0150, Section - 0145 | Cft | 720 | Not Applicable | ||
| 80 | CU-8 | Providing, fabrication, straightening, cutting, bending, placing, binding with annealed wire, including removal of rust from bars with sand blasting, PCC Spacer block, wastage, etc. complete in all respect, as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0150, Section - 0140 -0145 | Not Applicable | ||||
| 81 | CU-8-1 | Grade - 60. REF: Technical Specifications Section - 0145 | Kg | 22363.59 | Not Applicable | ||
| 82 | CU-9 | Providing and laying concrete block masonry having 1800 psi compressive cube strength at 28 days for Internal/External walls as in specified thickness & laid in specified cement sand mortar , placed at any height/level masonry to be laid in courses true to line, level and plumb, protected and properly cured including scaffolding, wastage, deep joints to receive rendering, chiseling including all dowels/ steel bars /anchoring/GI wall ties/strip etc., to be installed horizontally/ vertically as specified in general notes/details drawing typical, curing, placing of all embedded items in position i.e. conduits/ sleeves/ anchors/ all other fittings/ accessories etc., as necessary related to MEP provisions. Complete in all respects and conforming to the requirements of drawings, specifications and instructions by the Engineer In charge. REF: Technical Specifications Section - 0200, Section - 0260 | |||||
| 83 | CU-9-1 | 8" thick. REF: Technical Specifications Section - 0200 | Not Applicable | ||||
| 84 | CU-9-2 | Upto Plinth Level. REF: Technical Specifications Section - 0260 | Cft | 779.88 | Not Applicable | ||
| 85 | CU-9-3 | Above Plinth. REF: Technical Specifications Section - 0260 | Cft | 3304.44 | Not Applicable | ||
| 86 | CU-10 | Providing and applying Cement Sand Plaster 1/2" Thick 1:4 Cement Sand Plaster on inner surface using sand (as approved) at any height / depth including making edges, corners, mesh where required at abuts of the concrete and brick faces, cleaning, preparation of surface, complete in all respect as per drawing specification and as directed by the Engineer. REF: Technical Specifications Section - 0260 | Sft | 7083 | Not Applicable | ||
| 87 | CU-11 | Providing and applying Cement Sand Plaster 3/4" Thick 1:4 Cement Sand Plaster on external surface sand (as approved) at any height / depth including making edges, groove drip course, corners, mesh where required at abuts of the concrete and brick faces, cleaning, preparation of surface, complete in all respect as per drawing specification and as directed by the Engineer. REF: Technical Specifications Section - 0260 | Sft | 6984 | Not Applicable | ||
| 88 | CU-12 | Providing and laying 1/2" thick terrazzo flooring over 2" thick RCC screed (1:2:4) reinforced with #3 bars @ 12" c/c, laid over 2" thick isolation sheet (Diamond/Jumbolon), one layer of 500-gauge polythene sheet, and waterproofing treatment (Aqua Seal/Sika or approved equivalent), including all materials, labor, tools, curing, finishing, cutting, joints, and all ancillary works, complete in accordance with the drawings, specifications, and Engineer's instructions, complete in all respects. REF: Technical Specifications Section - 0150, Section - 0145, Section - 0140 | Sft | 4490.625 | Not Applicable | ||
| 89 | AF | Bill No. 3 - Architectural & Finishing Works, SH: Finishing Works (ATC Building incl. Utility Services) | |||||
| 90 | AF-1 | Providing and laying floor of 1" Inch thick Terrazzo Tiles 24" x 24" size fine dressed on the surface without winding in ground floor over 1 inch (25 mm) cement mortar 1:2 (one cement, two sand) setting the marble tiles with grey cement slurry including curing and rubbing etc. complete, including the cost of mortar. REF: Technical Specifications Section - 0300, Section - 0270 | Sft | 11814.32 | Not Applicable | ||
| 91 | AF-2 | Providing and Applying EPOXY RESIN FLOORING over concrete surface, as per the manufacturer's specifications i/c the cost Cleaning and Preparation of surfaces to remove dust & loose particles , repair of all visible cracks with epoxy mortar or suitable filler , The flooring shall consist of a FLOORING PRIMER to enhance adhesion between substrate and coating ,and two components protective epoxy coating to provide a smooth, durable, and seamless finish. The floor shall be resistant to abrasion, chemicals, stains, and moisture, as per Direction by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0300, Section - 0330 | Sft | 11814.32 | Not Applicable | ||
| 92 | AF-3 | Providing and laying 3/4" inches thick Granite on walls and floors, laid with dry bond over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0280 | Sft | 12905.19 | Not Applicable | ||
| 93 | AF-4 | Providing and laying Porcelain Tiles of approved Texture and Size on walls and floors, laid with dry bond over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per drawings and design approved by the Architect and Engineer-in-Charge. ( For Room and Offices etc ) REF: Technical Specifications Section - 0300 | Sft | 21446.03 | Not Applicable | ||
| 94 | AF-5 | Providing and laying Porcelain Tiles of approved Texture and Size on walls and floors, laid with dry bond over a base of 1" thick cement mortar (1:3) including jointing to tiles with joint filler of approved quality as per drawings and design approved by the Architect and Engineer-in-Charge. ( For Toilets Blocks ) REF: Technical Specifications Section - 0300, Section - 0220 | Sft | 12325.51 | Not Applicable | ||
| 95 | AF-6 | Providing and fixing Solid Wooden Flooring in best quality sheesham wood planks 1 inch (25 mm) thick rebated including fixing with brass-screws on deodar wood battens 1-1/2 inches X 2 inches (38 mm X 51 mm) placed at 12 inches (305 mm) centre to centre and filling the gap between plank and concrete base with bitumen and sand mixed in the ratio 9 Ibs. (4.1 Kg) of bitumen to one cft. (0.028 cum) of sand etc. complete in any floor. REF: Technical Specifications Section - 0300, Section - 0220 | Sft | 1541.94 | Not Applicable | ||
| 96 | AF-7 | Raised Flooring Panels of module 600x600x32mm with Laminate surface. Heavy duty steel and Cement infill core, with metal sheet at both sides with non-conductive antistatic top Laminate surface. with Carpet tiles on top with standard adhesive Pedestals made of galvanized steel with Leveling provision. Pedestals are connected through stringer made of Galvanized pipes and concealed screws. (Fire Rating: 1 Hr) Each Tile: 4 Sq Ft with standard Accessories Pedestal 300mm, Stinger & Wall Angle,as per Direction by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0300 | Sft | 2981.76 | Not Applicable | ||
| 97 | AF-8 | Raised Flooring Panels of module 600x600x32mm with Laminate surface. Heavy duty steel and Cement infill core, with metal sheet at both sides with non-conductive antistatic top Laminate surface.Pedestals made of galvanized steel with Leveling provision. Pedestals are connected through stringer made of Galvanized pipes and concealed screws.(Fire Rating: 1 Hr)Each Tile: 4 Sq Ft with standard Accessories Pedestal 300mm,Stinger & Wall Angle,Tile Weight: 13Kg as per Direction by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0300 | Sft | 1294.64 | Not Applicable | ||
| 98 | AF-9 | Providing and laying in floor C.C. 1:2:4: tuff paver 80 mm thick of approved design and colour pattern 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) A) Minimum strength 7000 psi. REF: Technical Specifications Section - 0300 | Sft | 2020.33 | Not Applicable | ||
| 99 | AF-10 | Providing and Applying Polyurethane Modified Bituminous Coating i/c the cost Cleaning and Preparation of surfaces to remove dust & loose particles ensuring optimal adhesion for the coating high quality advance polymer based cementitious waterproofing coating as a base layer to walls and Floors etc complete in all respect s per Direction by the Architect and Engineer-in-Charge.( For Toilets Block and Rooftop ) REF: Technical Specifications Section - 0300-0330, Section - 0220 | Sft | 35694.53 | Not Applicable | ||
| 100 | AF-11 | Supply, fabrication, transportation, and installation of façade system comprising approved façade panels (as specified in the drawings), complete with base aluminum framing/support structure, brackets, anchors, fasteners, adhesive, silicone sealant, gaskets, fixing accessories, and all necessary hardware. The work shall include cutting, fabrication, lifting, fixing, alignment, joint treatment, waterproofing, finishing, testing, cleaning, and all labor, materials, equipment, scaffolding, and incidentals required to complete the work in accordance with the approved shop drawings, specifications, and to the satisfaction of the Architect and Engineer-in-Charge. REF: Technical Specifications Section -0300- 0240, Section - 0230 | Not Applicable | ||||
| 101 | AF-11-1 | a) Ground Floor. REF: Technical Specifications Section - 0300 | Sft | 11968.94 | Not Applicable | ||
| 102 | AF-11-2 | b) First Floor. REF: Technical Specifications Section - 0300 | Sft | 3625.75 | Not Applicable | ||
| 103 | AF-12 | Providing and fixing Gypsum board 15mm tiles ceiling approved size tiles/strip ceiling including all accessories and hanging suspension system i.e., pump, rod etc. complete as required in any floor. REF: Technical Specifications Section - 0310, Section - 0290,Section - 0300 | Sft | 32531.75 | Not Applicable | ||
| 104 | AF-13 | Supply, Fabrication and Installation of aluminum curtain wall fixed façade with reinforming, wind load bearing system 140km/h, with MS bracket galvanized including anchor bolting (Indux), center bolting stainless steel EPDM/gasket, weather sealant (Dolphins/Sika), including necessary hardware and ironmongery without glass,ALUMINUM THERMAL BREAK STICK SYSTEM) with mullion and Transom anodized coating with glass,Double glazed glass 32mm thick IUG (outer pan 10mm SN-40 (GUARDIAN/SAINT CABIN / AGC ) tempered+ AG 12mm+ Inner pan 8mm laminated (4mm +.76 pvb+4mm both are clear with chemical insertion,Flashing /trimming (galvanized sheet 1.5mm with waterproofing membrane 1mm thick including necessary hardware,fire brier with galvanized sheet 2mm with insulation 32 density, including necessary hardware etc complete in all respect s per Direction by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0240, Section - 0230, Section - 0250, Section - 0330, Section - 0170 | Sft | 5081.64 | Not Applicable | ||
| 105 | AF-14 | Supply, Fabrication and Installation of aluminum curtain wall fixed façade with reinforming, wind load bearing system 140km/h, with MS bracket galvanized including anchor bolting (Indux), center bolting stainless steel EPDM/gasket, weather sealant (Dolphins/Sika), including necessary hardware and ironmongery with glass, ALUMINUM THERMAL BREAK STICK SYSTEM) with mullion and Transom anodized coated with,Triple glazed glass 46mm thick IGU (outer pan 10mm SN-40 (GUARDIAN/SAINT CABIN/ AGC) tempered+ AG 10mm+ middle pan 8mm clear tempered + middle AG10MM + Inner pan 8mm laminated (4mm +.76 pvb+4mm both are clear with chemical insertion,Flashing /trimming (galvanized sheet 1.5mm with waterproofing membrane 1mm thick including necessary hardware,fire brier with galvanized sheet 2mm with insulation 32 density, including necessary hardware etc complete in all respect s per Direction by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0240, Section - 0230, Section - 0250, Section - 0170 | Sft | 6626.4 | Not Applicable | ||
| 106 | AF-15 | Providing and fixing INTERNAL WALL EXPANSION JOINT complete with compressible filler board, 2-hour fire-resistant elastomeric sealant, aluminum / stainless steel cover plates, anchors, cutting, surface preparation, fixing, and making good, installed full height of structure, etc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0150, Section - 0240, Section - 0230, Section - 0170 | Rft | 920 | Not Applicable | ||
| 107 | AF-16 | Providing and fixing EXTERNAL WALL EXPANSION JOINT complete with compressible filler board, 2-hour fire-resistant elastomeric sealant, aluminum / stainless steel cover plates, anchors, cutting, surface preparation, fixing, and making good, installed full height of structure, etc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0150, Section - 0240, Section - 0230, Section - 0170 | Rft | 184 | Not Applicable | ||
| 108 | AF-17 | Providing and installing HEAVY DUTY FLUSH MOUNTED FLOOR EXPANSION JOINT with load capacity of 30 Tons (Heavy Vehicle Load) and 6.5 Ton (Forklift) system with aluminum cover plate and neoprene / elastomeric insert, suitable for high pedestrian traffic, including joint preparation, sealant, fixing accessories and finishing flush with finished floor level, etc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0150, Section - 0240, Section - 0230 | Rft | 320 | Not Applicable | ||
| 109 | AF-18 | Providing and installing TOP ROOF EXPANSION JOINT system including waterproof membrane, UV-resistant sealant, metal cover plate, drainage detail, and all accessories, suitable for commercial roofs, etc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0300 | Rft | 160 | Not Applicable | ||
| 110 | AF-19 | Supply and installation of PIR Insulated Panels insulated as per drawing/design/section, complete in all respects as per manufacturer's specifications and as per Direction by the Architect and Engineer -in- Charge. REF: Technical Specifications Section - 0335 | Sft | 26841.94 | Not Applicable | ||
| 111 | AF-20 | Providing and laying first class hollow Cement Concrete Block Masonry (1800 Psi ) set in cement mortar 1:4 in straight or curved wall 8 inches thick including scaffolding, raking, out joint and curing tc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. ( For External Partition Walls) REF: Technical Specifications Section - 0200, Section - 0220 | Sft | 14912 | Not Applicable | ||
| 112 | AF-21 | Supply and Application of POLYURETHANE FOAM SPRAY with a thickness of 1 inch (2.5cm), 32 to 35 kg / m3 Density with U-Value of 0.36 W / m2k and thermal conductivity 0.03 W / (m K) Thermal Resistance R-Value of 6.5 ensuring excellent thermal insulation. approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0300 | Sft | 14912 | Not Applicable | ||
| 113 | AF-22 | Providing & Fixing Gypsum board 15 mm thick, fixed with GI approved suspension system & joint taping tc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0310, Section - 0290 | Sft | 14912 | Not Applicable | ||
| 114 | AF-23 | Supply and installation of single Leaf UL Listed Doors 3'-6" x 7'-0" with complete UL Accessories ( UL Hinges , UL Pnic Bar with trim Handles , Smoke Seal and UL Door Closer only ) Fire Rating: Fire Rating upto 90 Mins etc complete as per manufacturer’s specification and s per Direction by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0220-0300 | Nos | 5 | Not Applicable | ||
| 115 | AF-24 | Supply and installation of Eco-Friendly WPC Doors of 38 mm thickness and minimum 5 mm shutter thickness ,i/c the cost of door frame , hardware , Hinges ,Tower Bolts, 2.75" border and Executive Polishing complete as per manufacturer specifications ,drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0220, Section - 0180-0300 | Sft | 1149 | Not Applicable | ||
| 116 | AF-25 | Providing and fixing 1-1/2 inches (38 mm) thick best quality Ash wood solid wood door shutters ,i/c the cost of door frame , hardware , Hinges ,Tower Bolts, 2.75" border and Executive Polishing complete as per manufacturer specifications ,drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0220, Section - 0180 | Sft | 2394 | Not Applicable | ||
| 117 | AF-26 | P/F 12mm thick tempered glass , swing door,upak made as per approved manufacturers ( fixing through their approved fabricators), D- Lock, Silicon moving machines all accessories, cutting holes etc and making good damages etc. complete as required in any floor as per direction of Engineer In Charge. REF: Technical Specifications Section - 0250, Section - 0220 | Sft | 140 | Not Applicable | ||
| 118 | AF-27 | P/F 12mm tempered glass i/c 3mm safety film 175 micron aluminum fixed partition as per approved manufactured ( fixing through their approved fabricators), aluminium section D-48(100 mmx38mm and 2mm) thick, i/c the aluminium fittings and S.S. pipe 1.5"x3" (18 gauge) fixe on top will all accessories, cutting holes etc. and making good damages to walls etc. complete as required in any floor as per direction of engineer-in-charge. REF: Technical Specifications Section - 0240, Section - 0230, Section - 0250 | Sft | 175 | Not Applicable | ||
| 119 | AF-28 | Providing and fixing double glazed anodized aluminium of approved colour Sliding windows as per British standard manufactured (fixing through their approved fabricators), Executive model section double glazed 101mm x 37mm and 2mm thick including the cost of aluminium netting ,fitting, with all accessories cutting hole etc. and making good damages to walls and including the cost Tinted glass panes 6mm thick to M.S. Box pipe / Aluminium etc. complete as required in any floor as per direction of engineer-in-charge. REF: Technical Specifications Section - 0240, Section - 0230, Section - 0250 | Sft | 40.5 | Not Applicable | ||
| 120 | AF-29 | Providing and fixing with C.P. brass screws main door handle type yale lock of approved design,cutting wood etc., to required size, with two operating keys, as per direction of the engineer-in-Charge. REF: Technical Specifications Section - 0220 | Nos | 106 | Not Applicable | ||
| 121 | AF-30 | Providing and fixing with brass or specially supplied screws hydraulic branno door closer of approved design No. 2, Yugoslavia make, cutting wood, etc., to required size and shape of necessary as per direction of the Engineer-in-Charge. REF: Technical Specifications Section - 0300 | Nos | 106 | Not Applicable | ||
| 122 | AF-31 | Distempering with vinyl distemper of approved make and shade in two coats over and including the cost of one priming coat of lime wash including sand papering, dusting, and filling the holes, cracks and inequalities, if any, at any height in any floor. ( For Ceiling only ) REF: Technical Specifications Section - 0330,0300 | Sft | 16167.71 | Not Applicable | ||
| 123 | AF-32 | Painting with 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 . ( For Walls ) REF: Technical Specifications Section - 0330, Section - 0260 | Sft | 71707.52 | Not Applicable | ||
| 124 | AF-33 | Supply, fabrication, and installation of motorized vehicle garage rolling shutter of approved size and design, complete with galvanized steel/aluminum slats, guide rails, barrel assembly, electric motor, gearbox, manual override, remote control, locking system, all necessary hardware, testing, commissioning, and finishing, in accordance with approved shop drawings and the instructions of the Architect/Engineer-in-Charge. REF: Technical Specifications Section - 0240, Section - 0230, Section - 0220, Section - 0180 | Sft | 2880 | Not Applicable | ||
| 125 | AF-34 | Providing and laying floor of 1" Inch thick Terrazzo Tiles 24" x 24" size fine dressed on the surface without winding in ground floor over 1 inch (25 mm) cement mortar 1:2 (one cement, two sand) setting the marble tiles with grey cement slurry including curing and rubbing etc. complete, including the cost of mortar. REF: Technical Specifications Section - 0300, Section - 0270 | Sft | 3250 | Not Applicable | ||
| 126 | AF-35 | Distempering with vinyl distemper of approved make and shade in two coats over and including the cost of one priming coat of lime wash including sand papering, dusting, and filling the holes, cracks and inequalities, if any, at any height in any floor. ( For Ceiling only ) REF: Technical Specifications Section - 0300 | Sft | 2995 | Not Applicable | ||
| 127 | AF-36 | Painting with 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 . ( For Walls ) REF: Technical Specifications Section - 0330, Section - 0260 | Sft | 5500 | Not Applicable | ||
| 128 | AF-37 | Providing, fabricating and fixing MS (Mild Steel) door with MS frame, including all hardware (hinges, tower bolts, lock, handles, etc.), anti-rust primer and enamel paint/powder coating, complete in all respects as per approved drawings, manufacturer's specifications, and the directions of the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0330, Section - 0220 | Sft | 520 | Not Applicable | ||
| 129 | AF-38 | Providing and fixing double glazed anodized aluminium of approved colour Sliding windows as per British standard manufactured (fixing through their approved fabricators), Executive model section double glazed 101mm x 37mm and 2mm thick including the cost of aluminium netting ,fitting, with all accessories cutting hole etc. and making good damages to walls and including the cost Tinted glass panes 6mm thick to M.S. Box pipe / Aluminium etc. complete as required in any floor as per direction of engineer-in-charge. REF: Technical Specifications Section - 0240, Section - 0230, Section - 0250 | Sft | 500 | Not Applicable | ||
| 130 | AF-39 | Providing, fabricating, supplying, and installing Aluminium Composite Panel (ACP) cladding comprising PVDF-coated aluminium skins with a non-combustible (A2) or fire-retardant (FR) mineral core, fixed on an aluminium sub-framing system complete with brackets, rails, cleats, stainless steel fasteners, anchor bolts, flashings, trims, sealants, EPDM gaskets, and all necessary accessories, including cutting, fabrication, erection, alignment, waterproof joint sealing, scaffolding, and all incidental works, complete in accordance with the drawings, specifications, and the Engineer's instructions. REF: Technical Specifications Section -0240, 0230 | |||||
| 131 | AF-39-1 | a) Ground Floor. REF: Technical Specifications Section - 0240 | Sft | 11968.94 | Not Applicable | ||
| 132 | AF-39-2 | b) First Floor. REF: Technical Specifications Section - 0240 | Sft | 3625.75 | Not Applicable | ||
| 133 | AF-40 | Providing, fabricating, supplying, and installing manually operated roller blinds using premium-quality imported sunscreen, blackout, or translucent fabric (as specified in the drawings or approved by the Engineer), complete with a 180° manual roll-up mechanism, heavy-duty aluminium roller tube, operating chain, brackets, bottom rail, side guides (where required), mounting accessories, fixings, and all necessary hardware. The work shall include measurement, fabrication, installation, testing, and commissioning, complete in all respects, in accordance with the drawings, specifications, approved shop drawings, and the Engineer's instructions. | Sft | 750 | Not Applicable | ||
| 134 | AG | Bill No. 3 - Architectural & Finishing Works, SH: Furniture, Ancillary & Gym Equipment | |||||
| 135 | AG-1 | Supply, delivery, installation and placement of furniture complete in all respects as per approved drawings and furniture layouts, including all accessories, fittings, hardware, upholstery, finishing, transportation and commissioning as per TS. REF: Technical Specifications Section - 0210 | |||||
| 136 | AG-1-1 | Executive Table With Side Rack, Model MO-ED-ES-19, Size L 4' x D 2' x H 30", Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 2 | Not Applicable | ||
| 137 | AG-1-2 | Executive Chair, Model HBC (A2916), Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 2 | Not Applicable | ||
| 138 | AG-1-3 | Conference Table, Size L 22' x D 5' x H 30", Model MO-MT-MS-06, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 1 | Not Applicable | ||
| 139 | AG-1-4 | Conference Table, Size L 25' x D 5' x H 30", Model MO-MT-MS-06, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 1 | Not Applicable | ||
| 140 | AG-1-5 | Genesis Chairs ORTHO HBC, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 14 | Not Applicable | ||
| 141 | AG-1-6 | Genesis Chairs, Model Eco LBC, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 13 | Not Applicable | ||
| 142 | AG-1-7 | Mesh Chair with flexible back and moveable, Model MBC B-3018, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 40 | Not Applicable | ||
| 143 | AG-1-8 | Mesh Chair, Model MBC B-3018, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 23 | Not Applicable | ||
| 144 | AG-1-9 | Visitor Chair, Model 01, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 32 | Not Applicable | ||
| 145 | AG-1-10 | Anatom Reception Chair, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 26 | Not Applicable | ||
| 146 | AG-1-11 | Training Chair, Model MO-JUDY, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 65 | Not Applicable | ||
| 147 | AG-1-12 | Cafeteria Chair, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 25 | Not Applicable | ||
| 148 | AG-1-13 | Single Seater Sofa, Model Aspen, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 1 | Not Applicable | ||
| 149 | AG-1-14 | Single Seater Sofa, Model Augusta, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 9 | Not Applicable | ||
| 150 | AG-1-15 | Single Seater Sofa, Model Sof-22, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 8 | Not Applicable | ||
| 151 | AG-1-16 | Single Seater Sofa Model Sof-01, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 12 | Not Applicable | ||
| 152 | AG-1-17 | Two Seater Sofa, Model Aspen, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 1 | Not Applicable | ||
| 153 | AG-1-18 | Two Seater, Model Chesterfield Sofa, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 8 | Not Applicable | ||
| 154 | AG-1-19 | Two Seater Sofa, Model Augusta, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 4 | Not Applicable | ||
| 155 | AG-1-20 | Three Seater Sofa, Model Sof-22, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 7 | Not Applicable | ||
| 156 | AG-1-21 | Three Seater Sofa, Model Sof-01, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 1 | Not Applicable | ||
| 157 | AG-1-22 | Sofa Side Table Size L 20" x W 20" x H 18", Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 18 | Not Applicable | ||
| 158 | AG-1-23 | Sofa Center Table, Size L 48" x W 20" x H 18", Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 6 | Not Applicable | ||
| 159 | AG-1-24 | Sofa Side Table, Size L 18" x W 18" x H 18", Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 6 | Not Applicable | ||
| 160 | AG-1-25 | Side Table, Model Linea, Size L:559mm x W356mm x H:610mm, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 2 | Not Applicable | ||
| 161 | AG-1-26 | Center Side Table, Size L 40" x W 40" x H 18", Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 5 | Not Applicable | ||
| 162 | AG-1-27 | Café Table, Size 36'' Dia x H30'', Model MO-MULLER-MT-01, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 10 | Not Applicable | ||
| 163 | AG-1-28 | Single Bed with 6'' Mattress with Single Side Table, Table Size L 78'' x D 42'', Mattress Size 78"x 42"x 6'', Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 6 | Not Applicable | ||
| 164 | AG-1-29 | Manager Desk, Table Size L 5' x D 2.5‘, Model MO-MD-BS-12-KENDAL, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 14 | Not Applicable | ||
| 165 | AG-1-30 | Office Desk, Size L 4.5' x D 2‘, Model MO-MD-BS-06, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 10 | Not Applicable | ||
| 166 | AG-1-31 | Study Desk, Size L 4' x D 2‘, Model MO-MD-BS-08, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 14 | Not Applicable | ||
| 167 | AG-1-32 | Aluminium Cluster Workstation, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 13 | Not Applicable | ||
| 168 | AG-1-33 | Low Height Storage, Size 72x15 H 34, Model MO-SLH-04, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 8 | Not Applicable | ||
| 169 | AG-1-34 | OCC / Emergency Operations Centre Workstation, Brand Master Offisys, or equivalent. REF: Technical Specifications Section - 0210 | Each | 1 | Not Applicable | ||
| 170 | AG-2 | Supply, delivery, installation, testing and commissioning of commercial-grade Gym Equipment complete in all respects as per approved layouts and Technical Specification , including all accessories, safety attachments, floor protection mats and instructional signage. The equipment shall include but not be limited to the following: REF: Technical Specifications Section - 0920 | Not Applicable | ||||
| 171 | AG-2-1 | Vibe Chest Press, Model VY-61A 04, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 172 | AG-2-2 | Arm Curl Bench, Model VY-61A 37, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 173 | AG-2-3 | Vibe Shoulder Press, Model VY-61A 01, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 174 | AG-2-4 | Vibe Lat Pulldown, Model VY-61A 15, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 175 | AG-2-5 | Vibe Leg Extension, Model VY-61A 24, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 176 | AG-2-6 | Sports Art Prime Line Heavy Duty Treadmill with LCD Console (4HP AC Motor), Model T673L, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 3 | Not Applicable | ||
| 177 | AG-2-7 | Vibe Cable Crossover, Model VY-61A 32, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 178 | AG-2-8 | Vibe Multi-Adjustable Bench, Model VY-61A 46B, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 3 | Not Applicable | ||
| 179 | AG-2-9 | Spin Bike, Model US-PG1399, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 180 | AG-2-10 | Vibe Air Rowing Machine, Model VY-YR 400, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 181 | AG-2-11 | Vibe Three Station Multi-Gym, Model USBH-143, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 182 | AG-2-12 | Vibe Flat Bench, Model VY-61A 47, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 2 | Not Applicable | ||
| 183 | AG-2-13 | 12 Edge Premium CPU Dumbbells, Model VN-US1007, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Kg | 840 | Not Applicable | ||
| 184 | AG-2-14 | Straight Round Barbells, Model VN-US1301, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 200 | Not Applicable | ||
| 185 | AG-2-15 | Vibe Barbell Rack, Model US2031, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 186 | AG-2-16 | Vibe Series 3 Tier Dumbbell Rack, Model US 2017, Brand Sportsart, or equivalent. REF: Technical Specifications Section - 0920 | Each | 1 | Not Applicable | ||
| 187 | R | Bill No. 4 - Roads and Pavement Works | |||||
| 188 | R-1 | Compaction of natural ground including scarifying, breaking of clods, watering or drying, mixing, grading, levelling and compacting the existing/natural ground to the required density and formation levels, including dressing, proof rolling and field density testing, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0100, Section - 0075 | Sqm | 13976.29 | Not Applicable | ||
| 189 | R-2 | Preparation of subgrade in earth cut including scarifying to the required depth, watering or drying, mixing, grading and shaping to the required camber/crossfall, lines and levels, compacting to the specified degree of compaction, including correction of soft or yielding spots, trimming, dressing, proof rolling and field density testing, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0100 | Sqm | 26680 | Not Applicable | ||
| 190 | R-3 | Formation of embankment from roadway excavation in common material, including excavation, loading, hauling, unloading, spreading in layers not exceeding 200 mm loose thickness, watering, mixing and compacting each layer to 95% Modified AASHTO MDD, proof rolling, dressing of side slopes (1V:1.5H) and formation to the required lines, grades and levels, including field density testing, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0100 | Cum | 9769.7295 | Not Applicable | ||
| 191 | R-4 | Formation of embankment from roadway excavation in medium material, including excavation/loosening by suitable mechanical means, loading, hauling, unloading, breaking of clods, spreading in layers not exceeding 200 mm loose thickness, watering, mixing and compacting each layer to 95% Modified AASHTO MDD, proof rolling, dressing of side slopes (1V:1.5H) and formation to the required lines, grades and levels, including field density testing, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0100 | Cum | 9769.7295 | Not Applicable | ||
| 192 | R-5 | Formation of embankment from roadway excavation in hard rock material, including excavation of rock by approved methods, breaking to sizes suitable for placement, loading, hauling, unloading, spreading in layers of specified thickness, watering, compacting each layer to the specified degree of compaction, benching of cut slopes where required, dressing of slopes and formation to the required lines, grades and levels, including testing, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0100 | Cum | 2171.051 | Not Applicable | ||
| 193 | R-6 | Providing, laying, spreading, watering, mixing, compacting, finishing, testing, and maintaining 150 mm thick (compacted) Granular Sub-Base (GSB) course of approved material for carriageway and shoulders, laid in layers not exceeding 200 mm loose thickness and compacted to 100% Modified AASHTO Maximum Dry Density (MDD); finished true to the required lines, grades, levels, camber/crossfall, and thickness shown on the drawings; including trimming, surface tolerance checks using a 3 m straightedge, sampling, laboratory and field testing, quality control, and all incidental works necessary to complete the work in accordance with the drawings, Technical Specifications, and the instructions of the Engineer-in-Charge. Reference: Technical Specifications Section 0340. | Cum | 4994 | Not Applicable | ||
| 194 | R-7 | "Providing, laying, spreading, watering, compacting, finishing, testing and maintaining granular base course of approved material, laid with mechanical paver in layers not exceeding 150 mm loose thickness and compacted to 100% Modified AASHTO MDD, true to the lines, grades, camber/crossfall (-2%) and thickness shown on the drawings, including surface tolerance checks with 3 m straightedge and all sampling and testing, complete in all respects as per drawings, specifications and as directed by the Engineer. Granular Base: 300mm on Carriageway & 380mm on Shoulders REF: Technical Specifications Section - 0340" | Cum | 11549.59 | Not Applicable | ||
| 195 | R-8 | Providing, laying, spreading, watering, compacting, finishing, testing and maintaining crushed aggregate base course of approved material, laid with mechanical paver in layers not exceeding 150 mm loose thickness and compacted to 100% Modified AASHTO MDD, true to the lines, grades, camber/crossfall (-2%) and thickness shown on the drawings, including surface tolerance checks with 3 m straightedge and all sampling and testing, complete in all respects as per drawings, specifications and as directed by the Engineer. ABC: 80mm on Carriageway REF: Technical Specifications Section - 0340 | Cum | 1104 | |||
| 196 | R-9 | Providing, laying, and compacting 50 mm thick (compacted) plant-mixed Asphaltic Concrete Wearing Course (Class B) in accordance with the approved Job Mix Formula (JMF), including heating and mixing of aggregates and bituminous binder at an approved asphalt mixing plant; transportation to site; laying with a self-propelled electronic sensor paver true to the required lines, levels, grades, and 2% crossfall (camber); breakdown, intermediate, and finish rolling within the specified temperature limits to achieve the required density and surface finish; construction, trimming, sealing, and painting of longitudinal and transverse joints; preparation and approval of trial section; sampling, laboratory and field testing, quality control, and all incidental works necessary for the construction of the wearing course on carriageway and shoulders, complete in accordance with the drawings, Technical Specifications, and the instructions of the Engineer-in-Charge. Reference: Technical Specifications Sections 0100 and 0340. | Cum | 3864 | Not Applicable | ||
| 197 | R-10 | Providing and applying bituminous prime coat using cut-back asphalt of approved grade over the prepared and accepted granular base course surface at the specified rate of application, including cleaning and brooming of surface, heating and uniform spraying by pressure distributor, protection of treated surface and curing for 24–48 hours before overlaying, and making good any defective areas, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340 | Sqm | 33296 | Not Applicable | ||
| 198 | R-11 | Providing and applying bituminous tack coat using cut-back asphalt of approved grade over existing bituminous/concrete surfaces and on vertical faces of joints, at the specified rate of application, including cleaning of surface, heating and uniform spraying by pressure distributor and protection until overlaying, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340 | Sqm | 33296 | Not Applicable | ||
| 199 | R-12 | Providing and fixing precast concrete kerb in concrete Class A-1, of size H 350 x W 300mm x T 150 mm true to line, level and curvature, including preparation of foundation, cement concrete bedding and haunching/backing, jointing and pointing in cement mortar, curing and making good and paint work, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0150 | RM | 4240 | Not Applicable | ||
| 200 | R-13 | Providing and applying pavement marking in reflective thermoplastic paint for lines of 20 cm width, including cleaning and preparation of pavement surface, setting out, application of thermoplastic material with reflectorizing glass beads by approved road marking machine to the specified thickness and rates, and protection of markings until fully set, complete in all respects as per drawings, specifications, NHA General Specifications for pavement markings and as directed by the Engineer. REF: Technical Specifications Section - 0340 | RM | 7360 | Not Applicable | ||
| 201 | R-14 | Providing and laying lean concrete (blinding) of the specified mix and thickness under pavements/structures, including formwork to edges, mixing by approved mechanical means, placing, compacting, levelling and finishing to the required lines and levels, curing and testing, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0150 | Cum | 539.4732038509 | Not Applicable | ||
| 202 | R-15 | Providing and laying in position, true to line and level, reinforced cement concrete of cylinder strength as mentioned on the drawings, using 3/4″ down gauge graded crushed stone aggregate (as approved), sand (as approved) and SR cement (where required), to the dimensions and design shown on the drawings, including mixing with approved mechanical means, placing, compacting/vibrating, finishing smooth, curing, lifting, all arrangements for scaffolding, and formwork using dent-free steel plates or laminated wooden ply with building paper, complete in all respects as per drawings, specifications and as directed by the Engineer; reinforcement measured and paid separately under the relevant item. (Non Schedule) REF: Technical Specifications Section - 0340 | Cum | 2706.9857575755 | Not Applicable | ||
| 203 | R-16 | Providing, cutting, bending, fabricating, placing and fixing in position deformed steel bar reinforcement, Grade 60 conforming to AASHTO M-31, of all required diameters, including binding wire, approved bar chairs/spacers, laps as shown or required, cleaning and maintaining the reinforcement in correct position during concreting, complete in all respects as per bar bending schedules, drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0145 | Ton | 191.22147391513 | Not Applicable | ||
| 204 | R-17 | Providing, fabricating and fixing M.S. grating for drainage channels comprising 63.5 × 63.5 × 6.3 mm M.S. angle iron frame, 25.4 × 25.4 × 3.1 mm M.S. cramp welded to angle iron frame, 50.8 × 50.8 × 6.3 mm M.S. angle grating members, and RCC Channel No. 3 bars at 8–9 inches c/c, including cutting, welding, grinding, drilling, complete shop fabrication, anti-rust primer, two coats of synthetic enamel paint, lifting arrangements, anchoring, installation, and all necessary hardware, consumables, labour, tools, and accessories, complete in all respects, as per approved drawings and Engineer's instructions.. (Non Schedule) REF: Technical Specifications Section - 0340, Section - 0180 | Sqm | 2208 | Not Applicable | ||
| 205 | R-18 | Removal of obstructing sand dunes, including excavation by suitable mechanical means, loading, hauling to Engineer-approved disposal/spoil areas, unloading, spreading, levelling and dressing of the disposal areas, complete in all respects as per specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0100 | Cum | 546917 | Not Applicable | ||
| 206 | R-19 | Transportation and disposal of unsuitable/surplus excavated material from site to Engineer-approved dumping areas for a lead up to 5 km, including loading, hauling, unloading, spreading, levelling and dressing of the dumped material and maintenance of the disposal areas, complete in all respects as per specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0100 | Cum | 164479.33 | Not Applicable | ||
| 207 | R-20 | Supplying, laying and fixing 150 mm diameter PVC conduit/duct pipe of approved make and quality in cable trench within the road cross-section, including cutting, jointing with solvent cement, providing necessary bends, couplers and accessories, provision of draw-wire in each conduit, proper alignment and levelling, and coordination with the utility/MEP works, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0610 | RM | 5520 | Not Applicable | ||
| 208 | R-21 | Supplying, laying and fixing 100 mm diameter PVC conduit/duct pipe of approved make and quality in cable trench within the road cross-section, including cutting, jointing with solvent cement, providing necessary bends, couplers and accessories, provision of draw-wire in each conduit, proper alignment and levelling, and coordination with the utility/MEP works, complete in all respects as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0340, Section - 0610 | RM | 5520 | Not Applicable | ||
| 209 | R-22 | Providing and laying Tuff Pavers, having 7000 PSI, crushing strength of approved manufacturer, over 2" to 3" sand cushion i/c grouting with sand in joints i/c finishing to require slope as per Complete in all respect. (50% Grey / 50% Coloured) complete in all respects as per drawings, specifications and as directed by the Engineer. (80mm thick) | Sqm | 5152 | Not Applicable | ||
| 210 | R-23 | Providing, fabricating, supplying and installing complete Road Sign Boards, including all signage designs, types, sizes and quantities as indicated on the approved drawings, including posts, frames, reflective sheeting, sign plates, foundations and all fixing accessories, complete in all respects, in accordance with the approved drawings, specifications and the Engineer's instructions. | Job | 1 | Not Applicable | ||
| 211 | E | Bill No. 5 - Electrical Works | |||||
| 212 | E-0.1 | Supply at site, installation, testing and commissioning of new step down Oil immerse, naturally cooled, step down 11000/400/230 Volts 50 Cycles, Comprising with high/low voltage compartments and controls Type A excluding cost of Pad Pad Mounted Oil Type Transformer :- 630 kVA Capacity 11KV / 415 Volt (Prime Rating) REF: Technical Specifications Section - 0510, Section - 0490 | No. | 1 | Not Applicable | ||
| 213 | E-0.2 | Supply, Installation & Testing at site of water cooled NEW diesel generating. REF: Technical Specifications Section - 0490, Section - 0500 | Not Applicable | ||||
| 214 | E-0.2-1 | 150 KVA Prime rating(as per SLD) REF: Technical Specifications Section - 0490 | No. | 1 | [Up to 80% Allowed] | ||
| 215 | E-0.2-2 | 300 KVA Prime rating(as per SLD) REF: Technical Specifications Section - 0490 | No. | 1 | [Up to 80% Allowed] | ||
| 216 | E-0.3 | Supply at site installation, testing & commissioning of UPS. REF: Technical Specifications Section - 0490, Section - 0570 | |||||
| 217 | E-0.3-1 | UPS "5 KVA-Modular", (1-Phase-In; 1-Phase Out 220V) with 15-30 minutes back-up time with battery module cabinet & IPS Complete with all respect as per SLD. REF: Technical Specifications Section - 0490, Section - 0570 | No. | 2 | Not Applicable | ||
| 218 | E-0.3-2 | UPS "3 KVA-Modular", (1-Phase-In; 1-Phase Out 220V) with 15-30 minutes back-up time with battery module cabinet & IPS Complete with all respect as per SLD. REF: Technical Specifications Section - 0490, Section - 0570 | No. | 1 | Not Applicable | ||
| 219 | E-1 | Fabrication, supply at site, installation at designated location, testing and commissioning of Main Panel Board (MPB) REF: Technical Specifications Section - 0490, Section - 0530, Section - 0540 | |||||
| 220 | E-1-1 | Complete as per Single Line Diagram. REF: Technical Specifications Section - 0490 | No. | 1 | Not Applicable | ||
| 221 | E-1-2 | Supply, installation & connection of Active Harmonic Filters of medium voltage (11KV) with following function: Harmonic Reduction Voltage Stabilization Enhanced Equipment Life Efficiency Improvement Complete in all respect. REF: Technical Specifications Section - 0490, Section - 0530 | No. | 1 | Not Applicable | ||
| 222 | E-1-2-1 | Circuit Point Wiring. REF: Technical Specifications Section - 0490, Section - 0600 | |||||
| 223 | E-2.01 | Supply and wiring of light circuit from DB to switchboard with 2x2.5 mm sq single core insulated 300/500 volt grade cables(P+N) and 2.5mm sq cable as circuit protective conductor (CPC) in & including PVC conduit installed/ recessed in walls / R.C.C. Slab, on ceiling or as required as per site conditions. REF: Technical Specifications Section - 0490, Section - 0530, Section - 0540, Section - 0620, Section - 0610, Section - 0600 | Rft | 10000 | Not Applicable | ||
| 224 | E-2.02 | Supply and wiring of circuit point wiring from switch board to switch board with 2x2.5 mm sq single core insulated 300/500 volt grade cables(P+N) and 2.5mm sq cable as circuit protective conductor (CPC) in & including PVC conduit installed/ recessed in walls / R.C.C. Slab, on ceiling or as required as per site conditions. (Loop Circuit) REF: Technical Specifications Section - 0490, Section - 0620, Section - 0610, Section - 0600 | Rft | 6000 | Not Applicable | ||
| 225 | E-2.03 | Supply and installation of Switch Board with back box. REF: Technical Specifications Section - 0490, Section - 0600 | |||||
| 226 | E-2.03-1 | i) 3x3 back box with earthing point and switch board. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | Each | 20 | Not Applicable | ||
| 227 | E-2.03-2 | ii)6x3 back box with earthing point and switch board. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | Each | 79 | Not Applicable | ||
| 228 | E-2.04 | Supply and wiring of first light / Exhaust fan point consisting of one point controlled by one switch with 2x1.5mm sq (P+N) PVC insulated 300/500 volt grade wire in and including PVC conduits recessed in walls/R.C.C. slab, on ceilings or as required including all conduit accessories junction boxes, pull boxes, pull wire, 1mm2 cable as CPC complete with 10 Amp. single way switch make as approved by consultant (annexure-A) installed on & including 16 SWG sheet steel boards duly powder coated paint with earth bolt recessed in wall/column complete in all respects as per drawing & specifications. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0610, Section - 0560, Section - 0640, Section - 0600 | Each | 210 | Not Applicable | ||
| 229 | E-2.05 | Providing, supplying, wiring, laying, pulling, testing and commissioning of loop circuit point wiring from switch board to switch board, comprising 2 Nos. x 2.5 mm² single-core PVC insulated copper conductor cables, 300/500 V grade, for phase and neutral, along with 1 No. x 2.5 mm² single-core PVC insulated copper conductor as Circuit Protective Conductor (CPC)/earth continuity conductor, drawn in approved PVC conduit installed concealed/recessed in walls, RCC slabs, ceilings or surface-mounted where required as per site conditions, including all required PVC conduits, bends, junction boxes, inspection/pull boxes, bushes, saddles, clamps, draw wires, accessories, ferruling, tagging, terminations at both ends, connection with switch boards/accessories, cutting, chasing, making good, testing of continuity, insulation resistance, polarity and earth continuity, complete with all labour, tools, consumables, incidental materials and ancillary works required for a complete, safe and operational loop circuit installation, as shown on drawings, as directed by the Engineer and in accordance with the Technical Specifications, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0610, Section - 0600, Section - 0640 | Each | 380 | Not Applicable | ||
| 230 | E-2.06 | Supply and wiring of light circuit directly controlled from MCB in DB wired with 2x2.5 mm sq single core insulated 300/500 volt grade cables(P+N) and 2.5mm sq cable as circuit protective conductor (CPC) in & including PVC conduit installed/ recessed in walls / R.C.C. Slab, on ceiling or as required as per site conditions. Complete with all conduit accessories junction boxes, pull boxes as required complete in all respects as per specifications and drawings. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0610, Section - 0600, Section - 0640 | Each | 50 | Not Applicable | ||
| 231 | E-2.07 | Providing, supplying, wiring, laying, pulling, testing and commissioning of point-to-point loop circuit wiring, comprising 2 Nos. x 2.5 mm² single-core PVC insulated copper conductor cables, 300/500 V grade, for phase and neutral, along with 1 No. x 2.5 mm² single-core PVC insulated copper conductor cable as Circuit Protective Conductor (CPC)/earth continuity conductor, drawn in approved PVC conduit installed concealed/recessed in walls, RCC slabs, ceilings or surface-mounted where required as per site conditions, including PVC conduits, bends, sleeves, junction boxes, pull boxes, inspection boxes, adaptable boxes, draw wires, bushes, saddles, clamps, supports, conduit accessories, ferruling, tagging, identification, terminations at both ends, connection with switch boards/accessories, cutting, chasing, making good of walls/slabs/ceilings, testing of continuity, insulation resistance, polarity and earth continuity, complete with all labour, tools, consumables, incidental materials and ancillary works required for a complete, safe and operational loop circuit installation, as shown on drawings, as directed by the Engineer and in accordance with the Technical Specifications, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0610, Section - 0600, Section - 0640 | Each | 65 | Not Applicable | ||
| 232 | E-2.08 | Supply and wiring of first 3 pin 5 Amps socket outlet point make as approved by consultant from MCB in DB, with single core 2x2.5 mm sq PVC insulated 300/500 volt grade cable in & including PVC conduit recessed in walls/R.C.C. slab, or on surface of ceiling including all conduits accessories, junction boxes, pull boxes etc. 2.5mm sq cable as CPC ; & including 16 SWG sheet steel board recessed in walls complete in all respects and as per specifications & drawings. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0610, Section - 0600, Section - 0640 | Rft | 3500 | Not Applicable | ||
| 233 | E-2.09 | Supply and wiring but outlet to outlet wiring of 5/10 Amps socket outlet. REF: Technical Specifications Section - 0490, Section - 0600 | Rft | 3500 | Not Applicable | ||
| 234 | E-2.1 | Supply & fixing of 5 Amp 3 Pin Socket 16 SWG sheet steel board recessed in walls complete in all respects and as per specifications & drawings. REF: Technical Specifications Section - 0490, Section - 0600 | Each | 122 | Not Applicable | ||
| 235 | E-2.11 | Supply & wiring of first 15A power sockets outlet from MCB in DB, with 2 x 4 mm sq single core cables (P+N) and 2.5 mmsq as CPC from DB to point, Complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | Rft | 4500 | Not Applicable | ||
| 236 | E-2.12 | Providing, supplying, wiring, laying, pulling, testing and commissioning of outlet-to-outlet wiring for 5/10 Amp socket outlet points, comprising approved PVC insulated copper conductor cables of required size as per drawings and load requirement, including phase, neutral and Circuit Protective Conductor (CPC)/earth continuity conductor, drawn in approved PVC conduit installed concealed/recessed in walls, RCC slabs, ceilings or surface-mounted where required as per site conditions, including PVC conduits, bends, sleeves, junction boxes, pull boxes, inspection boxes, adaptable boxes, draw wires, bushes, saddles, clamps, supports, conduit accessories, ferruling, tagging, identification, terminations at socket outlets/accessories, cutting, chasing, making good of walls/slabs/ceilings, testing of continuity, insulation resistance, polarity and earth continuity, complete with all labour, tools, consumables, incidental materials and ancillary works required for a complete, safe and operational socket outlet wiring installation, as shown on drawings, as directed by the Engineer and in accordance with the Technical Specifications, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | Rft | 1600 | Not Applicable | ||
| 237 | E-2.13 | Supply & fixing of 15 Amp 3 Pin Power Socket 16 SWG sheet steel board recessed in walls complete in all respects and as per specifications & drawings. REF: Technical Specifications Section - 0490, Section - 0600 | Each | 110 | Not Applicable | ||
| 238 | E-2.14 | Supply & wiring of first 13A power sockets outlet from MCB in DB, with 2 x 4 mm sq single core cables (P+N) and 2.5 mmsq as CPC from DB to point, Complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | Rft | 4000 | Not Applicable | ||
| 239 | E-2.15 | Providing, supplying, wiring, laying, pulling, testing and commissioning of outlet-to-outlet wiring for 13 Amp power socket outlet circuit, comprising 2 Nos. x 2.5 mm² single-core PVC insulated copper conductor cables for phase and neutral, along with 1 No. x 2.5 mm² single-core PVC insulated copper conductor cable as Circuit Protective Conductor (CPC)/earth continuity conductor, drawn in approved PVC conduit installed concealed/recessed in walls, RCC slabs, ceilings or surface-mounted where required as per site conditions, including PVC conduits, bends, sleeves, junction boxes, pull boxes, inspection boxes, adaptable boxes, draw wires, bushes, saddles, clamps, supports, conduit accessories, ferruling, tagging, identification, terminations at outlet boxes/socket points, cutting, chasing, making good of walls/slabs/ceilings, testing of continuity, insulation resistance, polarity and earth continuity, complete with all labour, tools, consumables, incidental materials and ancillary works required for a complete, safe and operational 13 Amp power socket outlet wiring installation, as shown on drawings, as directed by the Engineer and in accordance with the Technical Specifications, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | Rft | 3500 | Not Applicable | ||
| 240 | E-2.16 | Supply & fixing of 13 Amp 3 Pin Power Socket 16 SWG sheet steel board recessed in walls complete in all respects and as per specifications & drawings. REF: Technical Specifications Section - 0490, Section - 0600 | Each | 173 | Not Applicable | ||
| 241 | E-2.17 | Supply & wiring IPS Single Phase of one No. 2x 6mm2 single core cables (P+N) from DB to the point and 4mm2 as CPC including cost of one no. 16 Amps Industrial Power Socket, recessed in walls /columns. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | Each | 2 | Not Applicable | ||
| 242 | E-2.18 | Supply & wiring IPS Three Phase of one No. 4x 6mm2 single core cables (P+N) from DB to the point and 2x4mm2 as CPC including cost of one no. 16 Amps Industrial Power Socket, recessed in walls /columns. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | Each | 2 | Not Applicable | ||
| 243 | E-2.19 | Supply & installation of flexible connection between light point above false ceiling to light fitting in false ceiling with 3 core 23/.076 flexible cable in & including PVC flexible pipe, 15A PVC connector & pipe accessories etc as required. REF: Technical Specifications Section - 0490 | Each | 600 | Not Applicable | ||
| 244 | E-3.01 | Supply at site, installation, testing and commissioning of PVC insulated, PVC sheathed, non-armoured copper conductor low tension power cable, 600/1000 V grade, of specified size/core configuration as mentioned in BOQ/drawings, laid in pre-installed cable tray, trench, conduit or approved route, including cable identification, end termination, cable lugs and connection at both ends, complete in all respects as per drawings, approved manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490 | |||||
| 245 | E-3.01-1 | i) 2 core 6mm.sq. REF: Technical Specifications Section - 0490 | Rft | 150 | Not Applicable | ||
| 246 | E-3.01-2 | ii) 2 core 10mm.sq. REF: Technical Specifications Section - 0490 | Rft | 100 | Not Applicable | ||
| 247 | E-3.01A | Four Core Cable | |||||
| 248 | E-3.01A-1 | i) 4 core 6mm.sq. REF: Technical Specifications Section - 0490 | Rft | 80 | Not Applicable | ||
| 249 | E-3.01A-2 | ii) 4 core 10mm.sq. REF: Technical Specifications Section - 0490 | Rft | 200 | Not Applicable | ||
| 250 | E-3.01A-3 | iii) 4 core 16mm.sq. REF: Technical Specifications Section - 0490 | Rft | 100 | Not Applicable | ||
| 251 | E-3.01A-4 | iv) 4 core 25mm.sq. REF: Technical Specifications Section - 0490 | Rft | 150 | Not Applicable | ||
| 252 | E-3.01A-5 | v) 4 core 95mm.sq. REF: Technical Specifications Section - 0490 | Rft | Not Applicable | |||
| 253 | E-3.01A-6 | vi) 4 core 120mm.sq. REF: Technical Specifications Section - 0490 | Rft | 250 | Not Applicable | ||
| 254 | E-3.01A-7 | vii) 4 core 150mm.sq. REF: Technical Specifications Section - 0490 | Rft | Not Applicable | |||
| 255 | E-3.01A-8 | viii) 4 core 240mm.sq. REF: Technical Specifications Section - 0490 | Rft | 150 | Not Applicable | ||
| 256 | E-3.01A-9 | ix) 4 core 300mm.sq. REF: Technical Specifications Section - 0490 | Rft | 200 | Not Applicable | ||
| 257 | E-3.02 | Circuit Protective Conductor (CPC) REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600 | |||||
| 258 | E-3.02-1 | i) 1 core 4mm sq. PVC insulated colour Green/Yellow. REF: Technical Specifications Section - 0490 | Rft | 310 | Not Applicable | ||
| 259 | E-3.02-2 | iii) 1 core 6mm sq. PVC insulated colour Green/Yellow. REF: Technical Specifications Section - 0490 | Rft | 500 | Not Applicable | ||
| 260 | E-3.02-3 | iii) 1 core 10mm sq. PVC insulated colour Green/Yellow. REF: Technical Specifications Section - 0490 | Rft | 200 | Not Applicable | ||
| 261 | E-3.02-4 | iv) 1 core 16mm sq. PVC insulated colour Green/Yellow. REF: Technical Specifications Section - 0490 | Rft | 300 | Not Applicable | ||
| 262 | E-3.02-5 | v) 1 core 50mm sq. PVC insulated colour Green/Yellow. REF: Technical Specifications Section - 0490 | Rft | Not Applicable | |||
| 263 | E-3.02-6 | vi) 1 core 70mm sq. PVC insulated colour Green/Yellow. REF: Technical Specifications Section - 0490 | Rft | 1200 | Not Applicable | ||
| 264 | E-3.03 | Supply at site, installation, testing and commissioning of 20 mm dia rigid PVC conduit for electrical surface and concealed wiring installation, suitable for LV wiring containment, complete with matching PVC bends, tees, couplers, junction boxes, pull boxes, inspection boxes, saddles, clamps, supports, bushes and all required conduit accessories, fixed on surface or concealed/recessed in walls, RCC slabs, ceilings or floors as shown on drawings and as required at site, including alignment, continuity of conduit route and provision for cable pulling, complete in all respects as per drawings, approved material submittal and Technical Specifications.. REF: Technical Specifications Section - 0490, Section - 0610 | |||||
| 265 | E-3.03-1 | i) 1-1/2" dia. PVC conduit. REF: Technical Specifications Section - 0490, Section - 0610 | Rft | 300 | Not Applicable | ||
| 266 | E-3.03-2 | ii) 2" dia. PVC conduit. REF: Technical Specifications Section - 0490, Section - 0610 | Rft | 400 | Not Applicable | ||
| 267 | E-3.03-3 | iii) 3" dia. PVC conduit. REF: Technical Specifications Section - 0490, Section - 0610 | Rft | 150 | Not Applicable | ||
| 268 | E-3.03-4 | iv) 4" dia. PVC conduit. REF: Technical Specifications Section - 0490, Section - 0610 | Rft | 100 | Not Applicable | ||
| 269 | E-3.04 | Supply at site of 6" dia PVC heavy duty pipe make Shavyl, Plasco / Beta Pipes to be installed underground, including cost of excavation of trench 30" deep, including cost of all PVC pipe accessories like bends, sockets, laying of PVC pipe with 4" thick layer of sand beneath pipe, 4" thick layer of brick protection and sand tape above pipe, refilling of excavations with sweet earth, ramming, watering cost of labour, material, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0600, Section - 0100 | Rft | 50 | Not Applicable | ||
| 270 | E-3.05 | Powder Coated Ceiling Suspended / Horizontal Cable Tray in Corridor. Fabrication, supply at site, installation, testing and commissioning of perforated M.S. cable tray with cover, suitable for LV power/control cable routing, complete with approved support arrangement and standard accessories, installed on wall, vertical shaft, ceiling/false ceiling or other approved route as shown on drawings, as directed by the Engineer and in accordance with Technical Specifications, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0640, Section - 0590 | |||||
| 271 | E-3.05-1 | 6" X 4" Cable Tray 14 SWG & Cover 18 SWG. REF: Technical Specifications Section - 0490, Section - 0640, Section - 0590 | Rft | 650 | Not Applicable | ||
| 272 | E-3.05-2 | 12” X 4" Cable Tray 14 SWG & Cover 18 SWG. REF: Technical Specifications Section - 0490, Section - 0640, Section - 0590 | Rft | 700 | Not Applicable | ||
| 273 | E-3.05B | Providing, fixing and installation of Cable ladder of size 28" in width and made with 2"x2" L type angle iron duly galvanized or powder coated in desired colour as approved by the consultant. The space among ladder steps shall not be more than 12", Same as shown in drawings. REF: Technical Specifications Section - 0490, Section - 0640, Section - 0590 | Rft | 100 | Not Applicable | ||
| 274 | E-3.06 | Excavation in ordinary soil up to 2400mm depth x 1800mm wide Trench . The work also includes the site preparation. Complete in all respects. REF: Technical Specifications Section - 0490, Section - 0100 | Cubic meter | 70 | Not Applicable | ||
| 275 | E-3.07 | Making of RCC Manhole 2' x 2' (LW) 2.6’ Depth make with 6 inch RCC Wall. heavy duty 2'-6" Square RCC cover, including Ground Excavation of Manholes as per Drawing & details. Complete in all respects. REF: Technical Specifications Section - 0490 | Each | 10 | Not Applicable | ||
| 276 | E-3.08 | Supply at site, installation, testing and commissioning of XLPE insulated, aluminium tape screened, PVC/SWA/PVC armoured aluminium conductor HT power cable, 8.7/15 kV grade, 50 Hz, suitable for three-phase grounded system, laid in prepared trench, duct, conduit, cable tray or approved route as shown on drawings, including cable pulling, identification, end connections and testing, complete in all respects as per drawings, approved manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490 | |||||
| 277 | E-3.08-1 | i) 3 core 95mm sq. REF: Technical Specifications Section - 0490 | Rft | 3280 | Not Applicable | ||
| 278 | E-3.08-2 | ii) 3 core 95mm sq (HT Termination Kits by Raychem/Equivalent) REF: Technical Specifications Section - 0490 | Job | 2 | Not Applicable | ||
| 279 | E-4.01 | Providing ,installation ,testing and commissioning of the following lighting fixture including all accessories like electronic ballast, drivery circuitry , lamps, mountings etc. Complete in all respects , make as approved by consultant. REF: Technical Specifications Section - 0490, Section - 0600 | |||||
| 280 | E-4.01-1 | Down lighter covered with glass with 12 Watt Down lamp. REF: Technical Specifications Section - 0490, Section - 0560 | Each | 89 | Not Applicable | ||
| 281 | E-4.01-2 | Rope light with 5 Watt per Rft. REF: Technical Specifications Section - 0490, Section - 0560 | Rft | 200 | Not Applicable | ||
| 282 | E-4.01-3 | Flexible Linear Light 8 Watt per Rft as per instruction of Engineer Incharge. REF: Technical Specifications Section - 0490, Section - 0560 | Rft | 100 | Not Applicable | ||
| 283 | E-4.01-4 | Supply & Installation of 14 Watt Bulkhead Light. REF: Technical Specifications Section - 0490, Section - 0560 | Each | 10 | Not Applicable | ||
| 284 | E-4.01-5 | Supply & Installation of 40 Watt 4 feet Tube Light. REF: Technical Specifications Section - 0490, Section - 0560 | Each | 323 | Not Applicable | ||
| 285 | E-4.01-6 | Supply & Installation of 120 Watt 12 feet (4' with 3) Linear Light. REF: Technical Specifications Section - 0490, Section - 0560 | Each | 48 | Not Applicable | ||
| 286 | E-4.01-7 | LED panel light 2'x2'' with 40 Watt. REF: Technical Specifications Section - 0490, Section - 0560 | Each | 64 | Not Applicable | ||
| 287 | E-4.01-8 | Supply & Installation of self contained Emergency light as approved by the electrical consultant. 2x7 Watt Fluorescent lamp NICAD batteries for 3 hours back up. REF: Technical Specifications Section - 0490, Section - 0560 | Each | 35 | Not Applicable | ||
| 288 | E-4.01-9 | Supply & Installation of self contained exit light as approved by the electrical consultant. 9 Watt Fluorescent lamp NICAD batteries for 3 hours back up. REF: Technical Specifications Section - 0490, Section - 0560 | Each | 23 | Not Applicable | ||
| 289 | E-4.02 | Supply and Installation of Hand dryer Mounted at surface of wall. (Make Siemens or approved brand) REF: Technical Specifications Section - 0490, Section - 0640 | Each | 6 | Not Applicable | ||
| 290 | E-4.03 | Supply at site, installation, testing and commissioning of multimedia projector, Optoma X400LVe or approved equivalent, DLP type, minimum 4,000 ANSI lumens brightness, native XGA resolution 1024x768, contrast ratio not less than 25,000:1, with HDMI/VGA input connectivity, built-in speaker, power supply 100–240 V AC, suitable for meeting/training room presentation use, complete with EPIC gang controller or approved equivalent control switch, HDMI cable, VGA cable, power cable, ceiling/wall mounting bracket where required, connection, configuration, demonstration and handing over, complete in all respects as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490, Section - 0640 | Each | 2 | Not Applicable | ||
| 291 | E-4.04 | Supply and installation of LED Aviation Obstruction Light 30W.Complete with all respect. REF: Technical Specifications Section - 0490, Section - 0560, Section - 0770 | Each | 10 | Not Applicable | ||
| 292 | E-4.05 | Supply at site, installation, testing and commissioning of LED linear profile light, 8 W per Rft, 220–240 V AC, 50 Hz, complete with aluminium profile/housing, opal/polycarbonate diffuser, LED strip/module, LED driver, end caps, connectors and mounting accessories, suitable for surface, recessed or suspended installation as shown on drawings, including electrical connection, alignment, operational testing and handing over, complete in all respects as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490, Section - 0560 | Rft | 1700 | Not Applicable | ||
| 293 | E-4.06 | Supply at site, installation, testing and commissioning of LED up-down wall light, 12 W, IP65 rated, 220–240 V AC, 50 Hz, suitable for indoor/outdoor architectural lighting application, complete with die-cast aluminium or approved weather-resistant housing, LED module, diffuser/lens, integral or external LED driver, mounting plate/bracket, glands, connectors, wiring connection, fixing accessories, operational testing and handing over, complete in all respects as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490, Section - 0560 | Each | 73 | Not Applicable | ||
| 294 | E-5.01 | Supply & Laying of 1” dia PVC pipe to be laid under floor including floor cutting as required as per drawings & specifications for Computer, Tel, MATV,Networking, UPS, & Power Supply System. REF: Technical Specifications Section - 0490, Section - 0570, Section - 0610, Section - 0800 | Rft | 5362.5 | Not Applicable | ||
| 295 | E-5.02 | Supply & Installation of adjustable 12 SWG die cast aluminum 10"x10"x4" Floor boxes having base box of 16 SWG G.I. sheet with 3 sets of 15A PVC connectors, including floor cutting as required as per drawings for following outlets. REF: Technical Specifications Section - 0490 | |||||
| 296 | E-5.02-1 | 2-13 Amp 3 pin socket outlets. REF: Technical Specifications Section - 0490, Section - 0600 | Each | 6 | Not Applicable | ||
| 297 | E-5.03 | Supply & Installation of adjustable 12 SWG die cast aluminum 15"x15"x4" Tech boxes having base box of 16 SWG G.I. sheet with 3 sets of 15A PVC connectors, including floor cutting as required as per drawings for following outlets. REF: Technical Specifications Section - 0490 | |||||
| 298 | E-5.03-1 | 2-13 Amp 3 pin socket outlets. REF: Technical Specifications Section - 0490, Section - 0600 | Each | 62 | Not Applicable | ||
| 299 | E-5.04 | Supply and installation of RJ45 data outlet on single/double port faceplate to be installed on wall ,with necessary arrangements complete in all respect complete in all respect.(for Data) REF: Technical Specifications Section - 0490, Section - 0650 | Each | 75 | Not Applicable | ||
| 300 | E-5.05 | Supply and installation of RJ11 Telephone outlet on single/double port faceplate to be installed on wall ,with necessary arrangements complete in all respect complete in all respect.(for Telephone) REF: Technical Specifications Section - 0490, Section - 0650 | Each | 68 | Not Applicable | ||
| 301 | E-5.06 | Supply, Installation & connecting of 4 pair UTP CAT-6 cable from each Data point to Data junction box/patch panel for data system to be drawn in given prepaid PVC pipe complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0650, Section - 0640 | Rft | 6000 | Not Applicable | ||
| 302 | E-5.06A | Supply, Installation & connecting of 4 pair UTP CAT-6 cable from each telephone to telephone junction box for telephone system to be drawn in given prepaid PVC pipe complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0650, Section - 0640 | Rft | 5440 | Not Applicable | ||
| 303 | E-5.07 | Supply and installation of single mode SFP module Baynet or equivalent including cost of all accessories and materials required. Complete in all respect. REF: Technical Specifications Section - 0490, Section - 0650 | Each | 10 | Not Applicable | ||
| 304 | E-5.08 | Supply and wiring of 12C-9/125µm single mode fiber optical cable OS2 type, in and including cost of 1" dia PVC conduit including cost of all PVC conduit accessories, pull wires, PVC junction boxes, complete in all respect. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0650, Section - 0640 | Rft. | 1200 | Not Applicable | ||
| 305 | E-5.09 | Supply and installation of 24 port rack mounted ODF including cost of all accessories and materials required. Complete in all respect. REF: Technical Specifications Section - 0490, Section - 0650 | Each | 1 | Not Applicable | ||
| 306 | E-5.10 | Supply, Installation & Connecting up of Telephone cables 0.6mm solid conductor, polyethylene insulated, 2 insulated conductors twisted together and PVC sheathed of following pairs: REF: Technical Specifications Section - 0490 | |||||
| 307 | E-5.10-1 | i) 100 Pairs cable. REF: Technical Specifications Section - 0490 | Rft | 1200 | Not Applicable | ||
| 308 | E-5.11 | Supply at site, installation, testing and commissioning of telephone distribution board/cabinet, 100-pair capacity, suitable for termination of telephone points, complete with 5 Nos. 20-pair Krone/IDC termination strips, incoming/outgoing cable termination facility, labeling/numbering arrangement and required 1 m or 3m patch cords with one end RJ45 connector and other end IDC connector for connection between patch panel and Telephone DB, installed in IDF/MDF or approved location as shown on drawings, including termination, testing, identification and handing over, complete in all respects as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490, Section - 0530, Section - 0540, Section - 0650 | |||||
| 309 | E-5.11-1 | i) Telephone DB (100 pair) REF: Technical Specifications Section - 0490 | Each | 1 | Not Applicable | ||
| 310 | E-5.12 | Supply at site, installation, testing and commissioning of following Data Networking switch Layer-2 type for under mentioned nodes, consisting of following Data points to be terminated on modular patch panel, including cost of power bus bar, IDC connectors, all necessary accessories / materials, whether mentioned or not but are required for proper functioning shall be deemed to be included in the cost of this item, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0600, Section - 0650 | |||||
| 311 | E-5.12-1 | 24 Port Data Networking switch Layer-2 POE type. REF: Technical Specifications Section - 0490, Section - 0600 | Nos. | 4 | Not Applicable | ||
| 312 | E-5.13 | Supply, installation of Patch cords of following sizes: REF: Technical Specifications Section - 0490, Section - 0650 | |||||
| 313 | E-5.13-1 | 1 Meter long. REF: Technical Specifications Section - 0490 | Nos. | 50 | Not Applicable | ||
| 314 | E-5.13-2 | 3 Meter Long. REF: Technical Specifications Section - 0490 | Nos. | 25 | Not Applicable | ||
| 315 | E-5.14 | Supply & Installation & connecting of ceiling recessed wifi access point with Dual Band (2.4GHz or 5 GHz) upto Wifi 6 Supported capability and speeds up to 300 Mbps Wi-Fi Protected Access (WPA, WPA2) security and data encryption IPv6 with centralized controller , complete in all respects. REF: Technical Specifications Section - 0490 | Each | 7 | Not Applicable | ||
| 316 | E-5.15 | Supply at site, installation, testing and commissioning of data cabinet make Imported/Equivalent made of M.S sheet, powder coated, having lockable glass door at front, 4 exhaust fans on top, suitable for above mentioned data switches, consisting of the ports to be terminated on modular data cabinet, including cost of all necessary accessories / materials for passive equipment. The data cabinet and all passive equipment shall be complete in all respects including cost of all necessary materials / accessories. Patch panel shall be installed after obtaining necessary permission from the computer specialist of the Client. REF: Technical Specifications Section - 0490, Section - 0560, Section - 0640, Section - 0600, Section - 0650 | |||||
| 317 | E-5.15-1 | Supply at site, installation, testing and commissioning of 12U data cabinet, imported or approved equivalent, 19-inch rack type, fabricated from M.S. sheet steel, powder-coated finish, complete with lockable front glass door, side panels, rack mounting rails, cable entry/exit provision, ventilation arrangement, earthing point, fixing hardware and all standard cabinet accessories, suitable for installation of data/ICT equipment, patch panels and network accessories, installed at location shown on drawings, including alignment, fixing, labeling, earthing continuity check and handing over, complete in all respects as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490 | Each | 4 | Not Applicable | ||
| 318 | E-5.15-2 | Supply at site, installation, testing and commissioning of 6U data cabinet, imported or approved equivalent, 19-inch rack type, fabricated from M.S. sheet steel, powder-coated finish, complete with lockable front glass door, side panels, rack mounting rails, cable entry/exit provision, ventilation arrangement, earthing point, fixing hardware and all standard cabinet accessories, suitable for installation of data/ICT equipment, patch panels and network accessories, installed at location shown on drawings, including alignment, fixing, labeling, earthing continuity check and handing over, complete in all respects as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490 | Each | 2 | Not Applicable | ||
| 319 | E-5.15-3 | Supply at site, installation, testing and commissioning of 42U floor-standing data cabinet, imported or approved equivalent, 19-inch rack type, fabricated from M.S. sheet steel with powder-coated finish, complete with lockable front glass door, rear/side panels, rack mounting rails, ventilation arrangement, cable entry/exit provision, earthing point, fixing/leveling hardware and standard cabinet accessories, suitable for installation of data/ICT equipment, switches, patch panels, fiber panels, cable managers and network accessories, installed at location shown on drawings, including alignment, fixing, labeling, earthing continuity check and handing over, complete in all respects as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490 | Each | 1 | Not Applicable | ||
| 320 | E-5.16 | Supply, installation, testing and commissioning of rack mounted Power Distribution Unit (PDU) of following sizes, to be installed on specified location as per advised by architect / engineer's incharge:-. REF: Technical Specifications Section - 0490 | |||||
| 321 | E-5.16-1 | Single Cord (1x10A/16A) PDU (1.5 kW) with minimum 10 extensions (meeting or exceeding relevant IEC/ANSI standard) REF: Technical Specifications Section - 0490 | Nos | 8 | Not Applicable | ||
| 322 | E-5.17 | Supply & Installation of "IPTV points wiring 4 pair UTP CAT-6 with all accessories RJ45 single/double port faceplate make Orange / Clipsal/3M to be installed on wall ,with necessary arrangements.(for IPTV) in 1" dia PVC conduit for IPTV outlet board complete in all respect. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0650, Section - 0800 | Each | 18 | Not Applicable | ||
| 323 | E-5.18 | Supply at site, installation, testing and commissioning of Cat-6 patch panels (meeting or exceeding relevant ANSI/TIA standards),input / output RJ45 connectors suitable for Cat 6 cables patch guides along with cable managers for under mentioned nodes, including cost of power bus bar, IDC connectors, all necessary accessories / materials, whether mentioned or not but are required for proper functioning shall be deemed to be included in the cost of this item, complete in all respects make Baynet/or approved equivalent. Patch panel shall be installed after obtaining necessary permission from the computer specialist of the Client. REF: Technical Specifications Section - 0490, Section - 0650 | |||||
| 324 | E-5.18-1 | i) 24 Ports. REF: Technical Specifications Section - 0490 | Each | 4 | Not Applicable | ||
| 325 | TELEPHONE EXCHANGE. REF: Technical Specifications Section - 0490, Section - 0650 | ||||||
| 326 | E-5.19 | Supply at site, installation, testing and commissioning of electronic telephone exchange / EPABX / IP-PBX system, suitable for project voice communication network, comprising minimum 4 trunk lines and 100 extensions, expandable capacity, operator console, required interface cards/modules, power supply, system software/licenses, programming/configuration, patching and integration with telephone distribution board/structured cabling system, complete with testing, commissioning, demonstration and handing over, as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490, Section - 0650 | Each | 1 | Not Applicable | ||
| 327 | Addressable FIRE ALARM SYSTEM. REF: Technical Specifications Section - 0490, Section - 0660 | ||||||
| 328 | E-6.01 | Supply, installation and connecting of addressable manual call stations press glass type with test dey, suitable for surface or flush mounting make from any one of the manufacturers as specified in Annexure "A" complete in all respects and conforming to general specifications. REF: Technical Specifications Section - 0490, Section - 0660 | Each | 17 | Not Applicable | ||
| 329 | E-6.02 | Supply, installation and connecting of electronic alarm sounders ,complete in all respects and conforming to general specifications. REF: Technical Specifications Section - 0490, Section - 0660 | Each | 17 | Not Applicable | ||
| 330 | E-6.03 | Supply, installation and connecting of addressable optical smoke detectors, complete in all respects and conforming to general specifications. REF: Technical Specifications Section - 0490, Section - 0650, Section - 0660 | Each | 111 | Not Applicable | ||
| 331 | E-6.04 | Same as above 6.03 but heat detector rate of temperature rise type ,complete in all respects. REF: Technical Specifications Section - 0490, Section - 0660 | Each | 4 | Not Applicable | ||
| 332 | E-6.05 | Supply & installation of Media converter complete in all respect. REF: Technical Specifications Section - 0490, Section - 0660 | Each | 2 | Not Applicable | ||
| 333 | E-6.06 | Supply, installation and connecting of addressable fire alarm of following mentioned loops. Short/open circuit indications LED display / power fault, loop isolated test, complete in all respects and conforming to general specifications FACP to be installed at appropriate place as mentioned in drawings. REF: Technical Specifications Section - 0490, Section - 0600, Section - 0660 | |||||
| 334 | E-6.06-1 | i) FACP 4 Loops. REF: Technical Specifications Section - 0490 | Each | 1 | Not Applicable | ||
| 335 | E-6.07 | Supply and wiring of Smoke / Heat detector/electrostatic sounder and manual call point 30 min Fire Rated Fire Alarm (FA) 1x2 core (1.23mm2) cable in and excluding cost of 1" dia PVC conduit with all installing accessories, complete in all respect as per drawings and specification. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0660 | Rft | 7152 | Not Applicable | ||
| 336 | E-6.08 | Supply, installation of fire alarm junction boxes 16 SWG to be concealed in wall with 2 coats of anti rust paint, earthing terminal, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0660, Section - 0640 | |||||
| 337 | E-6.08-1 | i)Fire alarm junction boxes of appropriate size 4"x7"x4" deep. REF: Technical Specifications Section - 0490, Section - 0660, Section - 0640 | Each | 2 | Not Applicable | ||
| 338 | E-6.09 | Supply at site of PVC conduit heavy duty, to be installed on RCC slabs, walls, floor or as required as per site conditions including cost of all PVC conduit accessories, steel pull wires, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610 | |||||
| 339 | E-6.09-1 | i) 1" dia. PVC conduit. REF: Technical Specifications Section - 0490, Section - 0610 | Rft. | 7152 | Not Applicable | ||
| 340 | E-6.1 | Programming, configuration, testing, commissioning and handing over of complete Intelligent Addressable Fire Alarm System with read-only status integration to Building Management System (BMS), including Fire Alarm Control Panel (FACP), addressable loops, detectors, manual call points, sounders/strobes, monitor/control modules, annunciation, alarm/trouble/supervisory signals and BMS interface points as per approved cause-and-effect matrix, drawings and system architecture, complete with functional testing, integrated system testing, alarm simulation, verification in the presence of Site Engineer/Engineer’s Representative, operator training for Employer’s staff and submission of commissioning records, complete in all respects as per Technical Specifications. REF: Technical Specifications Section - 0490, Section - 0660, Section - 0880 | Job | 1 | Not Applicable | ||
| 341 | E-7.01 | Wiring for each IP Based POE CCTV Cameras to be installed on walls / slabs or on false ceiling with cable CAT-6 UTP Cable cable in 1" dia PVC conduit (excluding cost of pipe), complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0650, Section - 0670 | Rft | 11400 | Not Applicable | ||
| 342 | E-7.02 | Supply at site, installation, testing & commissioning of Full HD Indoor dome Type IP Based POE CCTV, Day and Night Type with minimum 4MP resolution pieces IR LED , Vandal proof Body, with at least 20-30 meters IR visibility, Indoor type , including mounting bracket, all fixing and mounting accessories, complete in all respects, including cost of all required accessories / materials. fixed lens. REF: Technical Specifications Section - 0490, Section - 0670 | Each | 40 | Not Applicable | ||
| 343 | E-7.03 | Supply at site, installation, testing & commissioning of Full Outdoor (IP-65) IP Based POE CCTV, Day and Night Type with minimum 4MP resolution pieces IR LED , Vandal proof Body, with at least 20-30 meters IR visibility , including mounting bracket, all fixing and mounting accessories, complete in all respects, including cost of all required accessories / materials. REF: Technical Specifications Section - 0490, Section - 0670 | Each | 32 | Not Applicable | ||
| 344 | E-7.04 | Supply at site, installation, testing & commissioning of Pan ,Tilt & Zoom 360 degree Full HD (16:9 1080p) Camera with minimum 4 MP resolution,32x Optical Zoom, 16x Digital Zoom, Day and Night Type, intelligent video analytics, including fixing and mounting accessories, complete in all respects, including cost of all required accessories / materials. REF: Technical Specifications Section - 0490, Section - 0650 | Each | 4 | Not Applicable | ||
| 345 | E-7.05 | Supply at site, installation, testing & commissioning of Joystick, complete in all respects, including cost of all required accessories / materials. REF: Technical Specifications Section - 0490 | Each | 1 | Not Applicable | ||
| 346 | E-7.06 | Supply at site, installation, testing & commissioning of 32 channel NVR with 512 MBPs network support,4K Video Out on HDMI,12 MP max camera support, Event Trigger (alarm input, video loss), Online 2x Gigabit Ethernet Network Facility,IP Filtering,GUI Interface, Built In Software including cost of 16 terabyte Hard Disk for 90 days recording, all necessary hardware and software accessories and materials, required for NVR, complete in all respects. REF: Technical Specifications Section - 0490 | Each | 4 | Not Applicable | ||
| 347 | E-7.07 | Supply at site, installation, testing and commissioning of latest-generation ultra-slim desktop computer / CPU, HP, Dell, Lenovo or approved equivalent, comprising Intel Core i7 / Intel Core Ultra 7 processor, 14th Generation or latest equivalent, minimum 16GB DDR5 RAM, minimum 1TB NVMe SSD storage, integrated graphics, Gigabit Ethernet, Wi-Fi, Bluetooth, USB/HDMI/DisplayPort connectivity, genuine licensed Windows 11 Pro 64-bit operating system, keyboard, mouse, power cable and required accessories, including installation of operating system/drivers, initial configuration, performance testing, demonstration and handing over, complete in all respects as per approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490 | Each | 1 | Not Applicable | ||
| 348 | E-7.08 | Supply at site, installation,tagging, connections, testing and commissioning of following Ports Data Networking POE switch Layer-2 type, consisting of following Data points to be terminated on modular patch panel, including cost of power bus bar, IDC connectors, all necessary accessories / materials, whether mentioned or not but are required for proper functioning shall be deemed to be included in the cost of this item, complete in all respects make Dlink/Huawei or approved equivalent. REF: Technical Specifications Section - 0490, Section - 0600, Section - 0650, Section - 0670 | |||||
| 349 | E-7.08-1 | 16 Port Data Networking POE switch Layer-2 type. REF: Technical Specifications Section - 0490, Section - 0600, Section - 0670 | Nos. | Not Applicable | |||
| 350 | E-7.08-2 | 24 Port Data Networking POE switch Layer-2 type. REF: Technical Specifications Section - 0490, Section - 0600, Section - 0670 | Nos. | 4 | Not Applicable | ||
| 351 | E-7.09 | Supply at site, installation, tagging and connections of following port Data Patch panels, installed in Data Rack or as per site. Including cost of all accessories and materials required. Complete in all respect. REF: Technical Specifications Section - 0490, Section - 0650 | |||||
| 352 | E-7.09-1 | 16 Port Data Patch panels. REF: Technical Specifications Section - 0490, Section - 0650 | Nos. | Not Applicable | |||
| 353 | E-7.09-2 | 24 Port Data Patch panels. REF: Technical Specifications Section - 0490, Section - 0650 | Nos. | 4 | Not Applicable | ||
| 354 | E-7.1 | Supply, installation of Patch cords of following sizes: REF: Technical Specifications Section - 0490, Section - 0650 | |||||
| 355 | E-7.1-1 | 1 Meter long. REF: Technical Specifications Section - 0490 | Nos. | 50 | Not Applicable | ||
| 356 | E-7.1-2 | 3 Meter Long. REF: Technical Specifications Section - 0490 | Nos. | 25 | Not Applicable | ||
| 357 | E-7.11 | Supply at site, installation, testing & commissioning of coloured CCTV monitor 4K LED 43" , including cost of all necessary accessories and materials (like bracket and mounting arrangements), Including cost of 2 HDMI Cable 4K, complete in all respect. REF: Technical Specifications Section - 0490, Section - 0670 | Each | 3 | Not Applicable | ||
| 358 | E-7.12 | if required, for the integration with existing system. Supply at site, installation, testing & commissioning of 256 channel decoder for integration with existing CCTV System , including cost of all necessary accessories and materials (like bracket and mounting arrangements), complete in all respect. REF: Technical Specifications Section - 0490, Section - 0670 | Each | 1 | Not Applicable | ||
| 359 | E-7.13 | Supply and fabrication of close circuit junction boxes 16 SWG to be concealed in wall with 2 coats of anti rust paint, earthing terminal, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0600, Section - 0670, Section - 0640 | |||||
| 360 | E-7.13-1 | i)Junction boxes of appropriate size 4"x7". REF: Technical Specifications Section - 0490, Section - 0640 | Each | 2 | Not Applicable | ||
| 361 | E-7.14 | Supply at site of PVC conduit heavy duty to be installed on RCC slabs, walls, floor or as required as per site conditions including cost of all PVC conduit accessories, steel pull wires, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610 | |||||
| 362 | E-7.14-1 | i) 1" dia. PVC conduit. REF: Technical Specifications Section - 0490, Section - 0610 | Rft. | 11400 | Not Applicable | ||
| 363 | E-7.15 | Programming, configuration, testing, commissioning, integration and handing over of complete IP CCTV / Video Surveillance System with Video Management System (VMS), Network Video Recording / Network Attached Storage system and BMS monitoring interface, including configuration of IP cameras, recording schedules, camera naming/location tagging, user access levels, live view, playback, video analytics, alarm/event settings, storage verification, time synchronization, network connectivity and BMS status/alarm interface points, as applicable, complete with integrated system testing in the presence of Site Engineer/Engineer’s Representative, operator training for Employer’s staff and submission of commissioning/test records, complete in all respects as per drawings, approved system architecture and Technical Specifications. REF: Technical Specifications Section - 0490, Section - 0670, Section - 0880 | Job | 1 | Not Applicable | ||
| 364 | E-8.01 | Supply at site, installation and commissioning of speakers wiring, to be wired with PVC insulated, PVC sheathed twin core 2x1.23mm sq 300/500 Volt. Grade, in and Excluding the cost of 1" dia heavy duty PVC conduit, installed on walls with all necessary fixing accessories as required as per site condition, all PVC conduit accessories, pull boxes, steel pull wires, complete in all respects. Wiring to be done considering each floor a separate zone. REF: Technical Specifications Section - 0490, Section - 0610 | Nos | 13 | Not Applicable | ||
| 365 | E-8.02 | Supply at site, installation and commissioning of 15 watts wall speaker ,including cost of all necessary accessories and materials, complete in all respects. recessed/surface mounted Speakers of specified capacity housed in metallic enclosure with built in 70v/100v transformer , aluminium grill, SPL (Sound Pressure Level) (1W / 1M)= 92dB max 99dB, frequency response 130-13 Khz, EN-54 compliant, Including cost of all accessories and materials, complete in all respect. REF: Technical Specifications Section - 0780, Section - 0490 | Nos | 13 | Not Applicable | ||
| 366 | E-8.03 | Supply at site,installation and commissioning of adjustable bidirectional ,low distortion microphone with suitable frequency response, complete in all respects. REF: Technical Specifications Section - 0490 | Nos | 2 | Not Applicable | ||
| 367 | E-8.04 | Supply at site, installation, testing and commissioning of 240 Watt integrated power Amplifier, including cost of all necessary accessories / materials whether mentioned not shall be deemed to be included in the cost of item, complete in all respects. REF: Technical Specifications Section - 0490 | Nos | 1 | Not Applicable | ||
| 368 | E-8.05 | Supply at site, installation, testing and commissioning of 60 Watt integrated power Amplifier, including cost of all necessary accessories / materials whether mentioned not shall be deemed to be included in the cost of item, complete in all respects. REF: Technical Specifications Section - 0490 | Nos | 1 | Not Applicable | ||
| 369 | E-8.06 | Supply at site, installation, testing and commissioning of professional power mixer / PA audio integration mixer for integration of the proposed Voice Alarm and Public Address System with existing PA system / other building PA systems, rack-mounted or approved type, 230V AC, 50 Hz, suitable for 100 V line / PA audio interface as required, with minimum microphone/line inputs, auxiliary input/output, master volume control, tone control, balanced/unbalanced audio output, signal interface and required integration ports/modules as per approved system architecture, complete with HDMI/audio/control cables where applicable, connectors, patch cords, power cable, mounting accessories, configuration, functional testing, integration testing and handing over, complete in all respects as per drawings, approved material submittal, manufacturer’s recommendations and Technical Specifications. REF: Technical Specifications Section - 0490, Section - 0780 | Nos | 1 | Not Applicable | ||
| 370 | E-8.07 | Supply at site of PVC conduit heavy duty, to be installed on RCC slabs, walls, floor or as required as per site conditions including cost of all PVC conduit accessories, steel pull wires, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610 | |||||
| 371 | E-8.07-1 | i) 1" dia. PVC conduit. REF: Technical Specifications Section - 0490, Section - 0610 | Rft. | 1300 | Not Applicable | ||
| 372 | E-9.01 | Supply and installation of 99.97% electrolytic copper strip but dia 2x(5.7 x 8mm) or as approved by consultant) copper strip to be installed on columns as “DOWN CONDUCTORS” with saddles from lightning arrestors to earth electrodes including providing test point in each down conductor. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0630 | Rft | 1000 | Not Applicable | ||
| 373 | E-9.02 | Providing and installation of Earthing Veractor Cone / Spike Size 2" thick, 12" long as shown in drawings or ¾” dia & 10 ft long copper rod as earth electrode 100 ft or upto the water level, below ground level including cost of boring and lowering the rod (100ft / upto the water level) down, complete with clamp and 2x70mm2 stranded copper conductor from rod to ground surface in 2” dia G.I.pipe (EL Class) with watering cap, Manhole with cover as per detail shown in drawings. all earth work should be done according to the advise of electrical consultant. REF: Technical Specifications Section - 0490, Section - 0620 | Each | 3 | Not Applicable | ||
| 374 | E-9.03 | Providing & Fixing of one complete set of "LAS Emission Steamer" Earth pit as shown in drawings and as per the instruction of engineers incharge. REF: Technical Specifications Section - 0490, Section - 0630 | Nos | 3 | Not Applicable | ||
| 375 | E-9.04 | Supply, design, installation, testing and commissioning of Special Lightning Air Terminal System, Controlled Early Streamer Emission (CESE) type, Prevectron 3rd Generation or approved equivalent, suitable for integration with the conventional lightning protection system for protection of rooftop equipment and building structures, complete with air terminal, mounting arrangement, down conductor interface, testing arrangement and all required system accessories, as shown on drawings and as per approved lightning protection design, manufacturer’s recommendations and Technical Specifications.. REF: Technical Specifications Section - 0490, Section - 0630 | Not Applicable | ||||
| 376 | E-9.04-1 | Supply, design, installation, testing and commissioning of Prevectron type 3rd Generation Controlled Early Streamer Emission (CESE) lightning air terminal, 2nd Edition, autonomous type, without external power supply/battery, having tinned copper central pick-up rod, protection radius 45 m, Level of Protection I, suitable for NFC 17-102 / UNE 21186 based lightning protection design, complete with factory test certificate, site testing and handing over. REF: Technical Specifications Section - 0490, Section - 0630 | Set | 4 | Not Applicable | ||
| 377 | E-9.04-2 | Supply and installation of GI elevation pole/support assembly for CESE lightning air terminal, 35 mm to 50 mm dia, with threaded top suitable for fixing the air terminal unit, complete with base plate, mounting bracket, clamps, anchors, fasteners and all required fixing accessories. REF: Technical Specifications Section - 0490 | Set | 4 | Not Applicable | ||
| 378 | E-9.04-3 | Supply and installation of down conductor test clamp / inspection joint assembly for lightning protection system, suitable for connecting and disconnecting the down conductor from earth termination for periodic testing and earth resistance measurement, complete with brass alloy clamp, fixing arrangement and required accessories. REF: Technical Specifications Section - 0490, Section - 0630 | Set | 4 | Not Applicable | ||
| 379 | E-9.04-4 | Supply, installation, testing and commissioning of lightning flash counter / performance recording equipment, electronically controlled type, suitable for recording lightning strikes in the range of 1 kA to 100 kA with 8/20 microsecond impulse current waveform, complete with mounting arrangement, connection with down conductor, testing and handing over. REF: Technical Specifications Section - 0490, Section - 0630 | Set | 4 | Not Applicable | ||
| 380 | E-9.04-5 | Supply, installation, testing and commissioning of conventional Franklin rod type lightning air terminal, mounted at the highest approved point of the building structure, complete with PCC base/support, download connection, fixing accessories, testing and handing over, as shown on drawings and as directed by the Engineer. REF: Technical Specifications Section - 0490 | Set | 4 | Not Applicable | ||
| 381 | E-10.01 | Providing and installation of Earthing Veractor Cone / Spike Size 2" thick, 12" long as shown in drawings or ¾” dia & 10 ft long copper rod as earth electrode 100 ft or upto the water level, below ground level including cost of boring and lowering the rod (100ft / upto the water level) down, complete with clamp and 2x70mm2 stranded copper conductor from rod to ground surface in 2” dia G.I.pipe (EL Class) with watering cap, Manhole with cover as per detail shown in drawings. all earth work should be done according to the advise of electrical consultant. REF: Technical Specifications Section - 0490, Section - 0620 | Each | 12 | Not Applicable | ||
| 382 | E-10.02 | Providing, supplying, boring, lowering, installing, testing and commissioning of complete earthing electrode set for Low Voltage, LAN/Data and associated electronic equipment, comprising earthing cone/spike of size 2 inches thick × 12 inches long or 19 mm dia. / 3/4 inch dia. copper-clad steel/copper rod earth electrode, minimum 3.0 m / 10 ft long, driven or lowered up to 100 ft depth or up to permanent water level as shown on drawings and as directed by the Engineer, including boring, lowering, backfilling/treatment of bore, brass/tinned copper clamp, copper lugs, thimbles, nuts, bolts, washers, earth connecting point, inspection/testing arrangement, and connection with 2 × 25 sq.mm PVC insulated copper earth cables laid in 1-1/2 inch dia. G.I. pipe (Electrical Class), complete with excavation, pipe sleeves, supports, clamps, jointing, protection, restoration, testing of earth resistance, continuity testing, and all accessories and incidental works required for a complete functional earthing system. ( For Low Voltage & LAN / Data Equipments) REF: Technical Specifications Section - 0490, Section - 0620 | Each | 1 | Not Applicable | ||
| 383 | E-10.03 | Supply and installation of Earth Strips of Size 25x3 mm sq with brass nuts & bolts fitted on cable trays as specified by Engineer Incharge. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0640, Section - 0590 | Rft | 1800 | Not Applicable | ||
| 384 | E-10.04 | Supply and installation of Earth connecting points comprising of 2”x9”x½” (Width x Length x Thickness) copper plate with brass nuts & bolts fitted on M.S. bracket installed on walls / columns. REF: Technical Specifications Section - 0490 | Each | 13 | Not Applicable | ||
| 385 | E-10.05 | Supply & Installation of following sizes of PVC insulated green color single core copper conductor cables to be drawn in given PVC / M.S. conduits or laid in cable trays or installed on vertical surfaces complete with cable lugs, ties, P.G. clamps markers and accessories as required complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0640, Section - 0590 | |||||
| 386 | E-10.05-1 | i) 25mm2. REF: Technical Specifications Section - 0490 | Rft | 150 | Not Applicable | ||
| 387 | E-10.05-2 | ii) 70mm2. REF: Technical Specifications Section - 0490 | Rft | 1560 | Not Applicable | ||
| 388 | E-11.01 | Wiring for each proximity card reader to be installed on walls with 4 pair Cat. 6, UTP cable with pure copper conductor PVC insulated PVC sheathed in and including cost of 1" dia PVC conduit recessed in walls, columns, slabs, floors or above false ceiling with all necessary fixing accessories as required as per site condition, including cost of all PVC conduit accessories, pull boxes, steel pull wires, powder coated, M.S junction boxes 16 SWG of size 4"x4" with 2 coats of powder coating of orange colour, including cost of all necessary accessories and materials, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0610, Section - 0650, Section - 0790, Section - 0640 | Rft | 540 | Not Applicable | ||
| 389 | E-11.02 | Providing, supplying, installation, laying, dressing, termination, testing and commissioning of wiring/cabling for each emergency push button of Access Control System, using 4-pair Cat. 6 UTP cable with 100% pure copper conductor, drawn through concealed/surface conduit, trunking, cable tray or approved raceway from the emergency push button location up to the access control panel / door controller / nearest approved termination point, including RJ45 / IDC termination, ferrules, tags, labels, sleeves, connectors, cable ties, saddles, pull boxes, junction boxes, glands, supports, fixing accessories, continuity testing, identification, dressing and all necessary accessories and incidental works required for a complete functional wiring installation. REF: Technical Specifications Section - 0490, Section - 0650, Section - 0790 | Nos. | 3 | Not Applicable | ||
| 390 | E-11.03 | Providing, supplying, installation, laying, dressing, termination, testing and commissioning of wiring/cabling for each magnetic drop bolt door lock of Access Control System, using 4-pair Cat. 6 UTP cable with 100% pure copper conductor, drawn through concealed/surface conduit, trunking, cable tray or approved raceway from the magnetic drop bolt lock location up to the access control panel / door controller / power supply unit / nearest approved termination point, including termination at both ends, ferrules, tags, labels, sleeves, connectors, cable ties, saddles, pull boxes, junction boxes, glands, supports, fixing accessories, continuity testing, identification, dressing and all necessary accessories and incidental works required for a complete functional wiring installation. REF: Technical Specifications Section - 0490, Section - 0650, Section - 0790 | Nos. | 3 | Not Applicable | ||
| 391 | E-11.04 | Supply at site, installation, testing and commissioning of RFID Card Reader 125KHz, (for outside door) reading range 6", operating at low voltage DC supply, with mounting base suitable for interior and exterior environment with Door Interface Unit (DIU), dual color LED and speaker for comprehensive audible feedback to user. REF: Technical Specifications Section - 0490, Section - 0790 | Nos. | 3 | Not Applicable | ||
| 392 | E-11.05 | Supply at site, installation, testing and commissioning of Push Button (Exit Switch) suitable for installation on BS standard size back box connected to door controller for access. REF: Technical Specifications Section - 0490, Section - 0600 | Nos. | 3 | Not Applicable | ||
| 393 | E-11.06 | Supply at site, installation, testing and commissioning of Proximity Cards ISO bar code card standard size and thickness, thin, flexible polyvinyl chloride laminated, passive type, easy printable on both sides. REF: Technical Specifications Section - 0490 | Nos. | 30 | Not Applicable | ||
| 394 | E-11.07 | Supply at site, installation, testing and commissioning of following Magnetic Drop Bolt Lock with holder and fixing accessories, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0790 | |||||
| 395 | E-11.07-1 | Single Door. REF: Technical Specifications Section - 0490 | Nos. | 2 | Not Applicable | ||
| 396 | E-11.07-2 | Double Door. REF: Technical Specifications Section - 0490 | Nos. | 1 | Not Applicable | ||
| 397 | E-11.08 | Supply at site, installation, testing and commissioning of 4 door controller with Dp fixing accessories,and integrated with Fire Alarm system complete in all respects. REF: Technical Specifications Section - 0490, Section - 0660 | Nos. | 5 | Not Applicable | ||
| 398 | E-11.09 | Programming, configuration, integration, testing, commissioning, demonstration and staff training for the complete Electronic Access Control System integrated with the Building Management System (BMS), including configuration of all access-controlled doors, door controllers, card readers, emergency release / emergency push buttons, magnetic locks / drop bolts, door position contacts, request-to-exit devices, alarm inputs, access levels, time zones, user/cardholder database, alarm priorities, event logs, audit trail, operator rights, password-protected access and system reporting. The scope shall include complete software and controller programming, point-to-point testing of all field devices, verification of communication between access control panels, head-end software, workstation and BMS, integration of door status, lock status, alarm / forced-door / door-held-open signals and other approved monitoring points with BMS for read-only status display and alarm monitoring, coordination with Fire Alarm System interface for automatic door release where applicable, and testing of all access control functions in the presence of the Engineer / Site Engineer. The item shall also include preparation and submission of approved testing and commissioning procedures, I/O point list, BMS integration point schedule, cause-and-effect matrix, as-built configuration backup, test reports, commissioning certificates, operator manuals, administrator credentials and final handover documents.Complete in all respects, including all programming tools, software configuration, testing instruments, specialist engineer attendance, coordination with BMS vendor / system integrator, demonstration and rectification of programming deficiencies until the complete Access Control System and BMS interface are fully operational and accepted by the Engineer. REF: Technical Specifications Section - 0490, Section - 0790, Section - 0880 | Job | 1 | Not Applicable | ||
| 399 | E-11.1 | Supply, installation, configuration, testing and commissioning of operator workstation / desktop computer for Access Control and Security Control System, comprising ultra-slim desktop PC with Intel Core i7 processor or approved equivalent, minimum 8 GB RAM, 2 TB HDD / approved storage, DVD writer where required, genuine Windows Professional 64-bit operating system, keyboard, mouse, display interface, network interface, power cords, required software drivers, antivirus/security utility where applicable, and all necessary accessories required for complete operation of the Access Control and Time Management Software. The item shall include installation of the operating system, device drivers, access control/time management software client or server application as applicable, network configuration, IP addressing, user account setup, connection with access control panels/server/network switches, testing of communication with the access control system, verification of event monitoring, report generation, data backup arrangement, handover of genuine licenses, passwords/credentials, manuals, warranty documents and operator training. Complete with unpacking, placement, fixing/installation at approved location, power and network connection, testing, commissioning and successful demonstration of the workstation with the Access Control / Security Control System, complete in all respects as shown on drawings, as specified and as directed by the Engineer. REF: Technical Specifications Section - 0490 | Job | 1 | Not Applicable | ||
| 400 | E-11.11 | Supply at site, installation of PVC conduit heavy duty buried under ground or as required as per site conditions including cost of all PVC conduit accessories, steel pull wires, all necessary accessories and materials complete in all respect. REF: Technical Specifications Section - 0490, Section - 0610 | |||||
| 401 | E-11.11-1 | 1" dia. PVC conduit. REF: Technical Specifications Section - 0490, Section - 0610 | Rft. | 540 | Not Applicable | ||
| 402 | E-11.12 | Supply, installation of Access Control Junction boxes 16 SWG to be concealed in wall with 2 coats of anti rust paint, earthing terminal, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0620, Section - 0790, Section - 0640 | |||||
| 403 | E-11.12-1 | Access Control Junction Box 4" x 7" x 4" deep. REF: Technical Specifications Section - 0490, Section - 0790, Section - 0640 | Nos. | 1 | Not Applicable | ||
| 404 | E-11.13 | Programming, configuration, integration, testing, commissioning, demonstration and staff training for the complete Electronic Access Control System integrated with the Building Management System (BMS), including configuration of all access-controlled doors, door controllers, card readers, emergency release / emergency push buttons, magnetic locks / drop bolts, door position contacts, request-to-exit devices, alarm inputs, access levels, time zones, user/cardholder database, alarm priorities, event logs, audit trail, operator rights, password-protected access and system reporting. The scope shall include complete software and controller programming, point-to-point testing of all field devices, verification of communication between access control panels, head-end software, workstation and BMS, integration of door status, lock status, alarm / forced-door / door-held-open signals and other approved monitoring points with BMS for read-only status display and alarm monitoring, coordination with Fire Alarm System interface for automatic door release where applicable, and testing of all access control functions in the presence of the Engineer / Site Engineer. The item shall also include preparation and submission of approved testing and commissioning procedures, I/O point list, BMS integration point schedule, cause-and-effect matrix, as-built configuration backup, test reports, commissioning certificates, operator manuals, administrator credentials and final handover documents. Complete in all respects, including all programming tools, software configuration, testing instruments, specialist engineer attendance, coordination with BMS vendor / system integrator, demonstration and rectification of programming deficiencies until the complete Access Control System and BMS interface are fully operational and accepted by the Engineer. REF: Technical Specifications Section - 0490, Section - 0790, Section - 0880 | Job | 1 | Not Applicable | ||
| 405 | E-12.01 | Supply, Installation & Programming of centralized, IP-based Integrated Building Management System with HVAC, lighting, fire alarms, access control, and CCTV. Including CPU , Mod Bus Communication Port/Bacnet with all accessories, complete in all respects. REF: Technical Specifications Section - 0490, Section - 0660, Section - 0790, Section - 0880 | Job | 1 | Not Applicable | ||
| 406 | E-13.01 | Supply & Installation of Monocrystalline PV modules 250 kW with mounts, sensors, accessories, Cables 25mm sq, Hybrid Inverter linking of Solar PV system with Electrical Synchronizing and Load Sharing Panel with 2 Hrs Backup Time or vary as per site condition with lithium batteries as per solar vendor specification provided,complete in all respect. REF: Technical Specifications Section - 0490, Section - 0570, Section - 0870 | Job | 1 | Not Applicable | ||
| 407 | E-14 | ELEVATORS Lift Type: Traction Type Passenger Lifts Brand Name : OTIS , DOPPLER , KONE , THYSSENKRUPP, SCHINDLER Country of Origin: WESTERN , EUROPE. | |||||
| 408 | E-14.01 | Supply of imported brand new Duplex Elevator, Machine Room Less (MRL Type), heavy duty fully complied and certified by EN 81-20, EN 81-50 and EN 81-70 Standards of minimum features including but not limited to VVVF high efficiency motor, complete inside stainless steel finish,indoor type for ambient condition of 45 °C, capacity of 1000 kg, Cabin Size 1600×1400×2300 (W×D×H) speed, 1 m/s, 11 stops/11 openings, approx. total travel height 42 meter . entrance 900 mm. Lift shall minimum includes car, hoisting machinery, counter-weight, supports, brackets, automatic controls,embedded parts, access ladder, separator screen & trap door, electric overload, shaft lightening, intercom system, gong, emergency operation for cabin/door, emergency rescue device (ups/battery) safety devices & Manual emergency operation lever, all essential spare parts for use for one (01) years of defect liability period complete in all respects as per specification & Drawings and according to EN 81 standard compliance.All taxes/duties shall be included. | Each | 2 | [Up to 80% Allowed] | ||
| 409 | E-14.02 | Spare Parts for use of 1 year's lifts operation | Each | 2 | Not Applicable | ||
| 410 | E-14.03 | Installation, testing, and commissioning of imported brand new Duplex Elevator, Machine Room Less (MRL Type),capacity of 1000 kg, Cabin Size 1600×1400×2300 (W×D×H) speed 1 m/s, 11 stops/ 11 openings, approx. total travel height 42 meter . entrance 900 mm. heavy duty fully complied and certified by EN 81-20, EN 81-50 and EN 81-70. | Each | 2 | Not Applicable | ||
| 411 | E-14.04 | Civil and Allied Works relevant to necessary adjustments which will be required during installation of new equipment. (door chisling, door filling, holes for display & call buttons) | Each | 2 | Not Applicable | ||
| 412 | E-14.05 | Electrical & Ancillary Works for elevator, fan & AC including outside DB to elevator, breakers cabling and other accessories etc. (Complete in all respect). | Each | 2 | Not Applicable | ||
| 413 | E-14.06 | Supply and installation of 2 TR cooling capcity air conditioner (AC) for elevator shaft. (Make;Trane/Mitsubishi/Samsung only) AC shall be operatble at ambient temperature of 50°C. | Each | 2 | Not Applicable | ||
| 414 | E-14.07 | Supply and installation of exhaust fan propeller type of size 800 CFM | Each | 2 | Not Applicable | ||
| 415 | E-14.08 | Pre-Shipment inspection at factory in country of origin, including boarding, loadging, hotel stay and food (03 inspectors, 05 Nights stay, business class tickets) | Job | 1 | Not Applicable | ||
| 416 | E-14.09 | Third party validation for Testing & commissioning of elevator in Pakistan | Each | 4 | Not Applicable | ||
| 417 | E-14.10 | Provision of comprehensive Operation and Maintenance (O&M) services for the installed lifts/elevators for a period of one (01) year, including preventive maintenance, corrective maintenance, routine inspection, lubrication, adjustment, cleaning, breakdown attendance, emergency service, testing, troubleshooting, supply and replacement of all required spare parts and consumables, and deployment of at least one qualified lift technician at site as required for smooth and safe operation. The scope shall include maintenance of lift machine, controller, VVVF drive, doors, door operator, guide rails, ropes/belts, safety devices, indicators, push buttons, interlocks, emergency alarm/communication system and all associated lift components, complete with service records, maintenance logbook, test reports and coordination with OEM/authorized lift supplier. Complete in all respects as per manufacturer’s recommendations, Technical Specifications and directions of the Engineer. REF: Technical Specifications Section - 0490, Section - 0690 | Month | 12 | Not Applicable | ||
| 418 | M | Bill No. 6 - Mechanical / HVAC Works | |||||
| 419 | M.1 | Providing, supplying at site, installation, testing, commissioning and performance verification of Floor-Standing, Forced-Draft, Fire-Tube type dual-fuel (LDO/LPG) Hot Water Generator of minimum 450 kW net output each, complete with burner, operating/safety controls and devices, flue/breaching and fuel connections, insulation, vibration isolation, foundation/support interface, power and control wiring terminations, and all incidental and ancillary works necessary for a complete, functional and operational installation, in accordance with the approved shop drawings and Technical Specification Section. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0150 | Each | 3 | [Up to 80% Allowed] | ||
| 420 | M.2 | Providing, supplying, installing, testing, commissioning and performance verification of factory-assembled, high-efficiency, VFD-controlled, water-cooled electric screw chillers (CH-1 & CH-2), minimum 527 kW cooling capacity each, complete with screw compressors, evaporator, condenser, refrigerant circuit, microprocessor controls, starters, vibration isolators, rigging, piping and electrical terminations, control integration, and all accessories and incidental works, complete in all respects in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0550 | Each | 2 | [Up to 80% Allowed] | ||
| 421 | M.3 | Providing, supplying, installation, testing and commissioning of Closed-Circuit Cooling Tower (CT) , induced draft cross-flow type, 3-cell assembly (2 Duty + 1 Standby) , with minimum 650 kW heat rejection per cell capacity, complete with heat exchange coils, fans, motors, basins, drift eliminators, VFD controls, spray pumps, all internal piping, supports, isolators, terminations, and all ancillary works for a fully operational system, per Technical Specifications and complete in all respects. Technical Specifications Section - 0720, Section - 0010. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0550, Section - 0880 | Each | 1 | [Up to 80% Allowed] | ||
| 422 | M.4 | Providing, supplying, installing, testing and commissioning of end-suction centrifugal Chilled Water Pump (CHWP), Minimum 567 L/min capacity at 400 kPa head, complete with VFD-compatible motor, common base frame, flexible coupling, coupling guard, vibration isolators, VFD, controls, piping and electrical connections, and all accessories and incidental works, complete in all respects in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0550, Section - 0880 | Each | 2 | Not Applicable | ||
| 423 | M.5 | Providing, supplying, installation, testing and commissioning of end-suction centrifugal, common-base mounted Condenser Water Pump-Motor sets (CWP), VFD-compatible, minimum 1,740 L/min discharge at 320 kPa head, complete with couplings, coupling guards, base frames, vibration isolators, VFDs/controls and accessories; including alignment, piping and electrical terminations, and all incidental and ancillary works for a complete, operational installation, per Technical Specification. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0550, Section - 0880 | Each | 2 | Not Applicable | ||
| 424 | M.6 | Providing, supplying, installing, testing and commissioning of end-suction centrifugal Hot Water Pump (HWP), Minimum 567 L/min capacity at 400 kPa head, complete with VFD-compatible motor, common base frame, flexible coupling, coupling guard, vibration isolators, VFD, controls, piping and electrical connections, and all accessories and incidental works, complete in all respects in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0550, Section - 0880 | Each | 2 | Not Applicable | ||
| 425 | M.7 | Providing, supplying at site, installation, testing and commissioning of complete Closed-Loop Water Treatment and Chemical Feeding System comprising chemical dosing pumps, corrosion/scale inhibitor feeders, pot feeder, water quality monitoring/sampling equipment and accessories; including initial system charging/passivation, chemical dosing schedule, alignment, piping and electrical terminations, and all incidental and ancillary works for a complete, operational installation, per Technical Specification. REF: Technical Specifications Section - 0710, Section - 0720 | Lot | 1 | Not Applicable | ||
| 426 | M.8 | Providing, supplying, installing, testing and commissioning of Cooling Water Treatment and Feeding System for cooling towers, complete with chemical dosing package, dosing pumps, chemical tank, water quality monitoring and bleed control equipment, initial chemical charging, piping, controls, electrical connections, and all accessories required for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | Lot | 1 | Not Applicable | ||
| 427 | M.9 | Providing, supplying at site, installation, testing and commissioning of complete packaged Glycol Make-up and Feed System for initial system filling, pressurization and automatic make-up of closed-loop hot water systems operating in low ambient conditions, complete with glycol concentrate, pumps, storage tank, controls, initial fill and all accessories, including all incidental and ancillary works necessary for a complete and operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0850 | Each | 1 | Not Applicable | ||
| 428 | M.10 | Providing, supplying at site, installation, testing and commissioning of the following auxiliary equipment for the Central Plant Room (CPR), in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | Not Applicable | ||||
| 429 | M.10-1 | Factory-packaged automatic Pressurization System for closed-loop chilled/hot water hydronic network, comprising duplex pressurization pumps (lead/lag auto alternation), ASME-rated bladder-type Expansion Tank, Air & Dirt Separator, make-up water assembly (PRV, backflow preventer, solenoid valve), safety relief valve, pressure transmitters, and control panel with BAS interface and leak/abnormal make-up alarm; including piping and electrical terminations, testing, commissioning and all incidental and ancillary works, per Technical Specification. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0880 | Lot | 1 | Not Applicable | ||
| 430 | M.10-2 | Complete Light Diesel Oil (LDO) underground storage and distribution system comprising double-wall underground storage tank (min. 100-hour continuous full-load capacity) with interstitial leak monitoring and cathodic protection, duplex transfer pumps, indoor insulated day tank (min. 8-hour capacity) with high/low/high-high alarms, heat-traced fuel piping network (-18°C rated) with insulation, fuel filtration, valves, controls, BMS integration, excavation, backfilling, foundations, testing and commissioning, complying with NFPA 30/31, API 650, UL 58, per Technical Specification. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0150 | Lot | 1 | Not Applicable | ||
| 431 | M.10-3 | Self-regulating parallel-resistance electric heat tracing cable (min. 15–25 W/m) for hot water pipe network freeze protection, maintaining minimum +5°C pipe temperature at -18°C ambient, complete with fluoropolymer jacket, fixing by aluminum adhesive tape, power connection kits, end seals/splice kits, thermostatic controller (energize +4°C/de-energize +10°C), local disconnect, ground fault protection, BMS alarm contacts, weatherproof insulation cladding and all accessories, testing, commissioning and all incidental and ancillary works, per Technical Specification. REF: Technical Specifications Section - 0710, Section - 0720 | Lot | 1 | Not Applicable | ||
| 432 | M-11 | Providing, supplying at site, installation, testing, commissioning and performance verification of chilled/hot water Fan Coil Units, complete with dual-suction multi-blade fan, modulating water control valve, local/centralized controller, drain pan and piping connections, insulation, hangers/supports and all accessories, including all incidental and ancillary works for a complete and operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 433 | M.11-1 | Fan Coil Unit, Code-AA, minimum 4.0 kW cooling capacity. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 3 | [Up to 80% Allowed] | ||
| 434 | M.11-2 | Fan Coil Unit, Code-A, minimum 5.7 kW cooling capacity. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 25 | [Up to 80% Allowed] | ||
| 435 | M.11-3 | Fan Coil Unit, Code-B, minimum 7.0 kW cooling capacity. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 21 | [Up to 80% Allowed] | ||
| 436 | M.11-4 | Fan Coil Unit, Code-C, minimum 10.5 kW cooling capacity. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 26 | [Up to 80% Allowed] | ||
| 437 | M.11-5 | Fan Coil Unit, Code-D, minimum 14.5 kW cooling capacity. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 26 | [Up to 80% Allowed] | ||
| 438 | M.12 | Providing, supplying, installing, testing, commissioning and performance verification of DX ducted split air-conditioning units, complete with inverter-driven compressor, indoor and outdoor units, factory controls, refrigerant piping, condensate drain piping, insulation, supports, electrical and control connections, refrigerant charging, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 439 | M.12-1 | Room Inverter Split Unit (RSU + CU), ducted ceiling-concealed type, nominal cooling capacity 3 TR. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 6 | Not Applicable | ||
| 440 | M.13 | Providing, supplying, installing, testing, commissioning and performance verification of Dedicated Outdoor Air System (DOAS) air handling units, 100% outdoor air, heat recovery type, complete with EC supply and exhaust fans, plate heat exchanger, chilled/hot water coils, filters, dampers, controls, drain pan, casing, piping, electrical connections, vibration isolators, supports, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 441 | M.13-1 | DOAS AHU-1 (TFAU-1) - 400 L/s airflow, minimum cooling capacity 12.0 kW. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | [Up to 80% Allowed] | ||
| 442 | M.13-2 | DOAS AHU-2 (TFAU-2) - 550 L/s airflow, minimum cooling capacity 15.0 kW. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | [Up to 80% Allowed] | ||
| 443 | M.13-3 | DOAS AHU-3 (TFAU-3) - 2,200 L/s airflow, minimum cooling capacity 55.0 kW. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | [Up to 80% Allowed] | ||
| 444 | M.14 | Providing, supplying, installing, testing, commissioning and performance verification of Fans and Ventilation Systems, complete with motors, controls, vibration isolators, supports, electrical connections, backdraft dampers, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 445 | M.14-1 | Exhaust Fan EF-GF-1, 1000 CFM @ 1" w.g. ESP. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | Not Applicable | ||
| 446 | M.14-2 | Exhaust Fan EF-F-1, 1500 CFM @ 1" w.g. ESP. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | Not Applicable | ||
| 447 | M.14-3 | Exhaust Fan EF F-2 (1400 CFM @ 1" ESP) REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | Not Applicable | ||
| 448 | M.14-4 | Exhaust Fan EF F-3, kitchen exhaust fan suitable for grease-laden and hot air service (2000 CFM @ 1.5" w.g. ESP) REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | Not Applicable | ||
| 449 | M.14-5 | Vehicle Exhaust Ventilation System (LEV), complete with ductwork, retractable nozzles, hose-reel with pipe/snorkel and extraction fan, including controls, testing, commissioning and all incidental and ancillary works necessary for a complete and operational installation, in accordance with Technical Specification. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0830 | Lot | 1 | Not Applicable | ||
| 450 | M.14-6 | Staircase Pressurization System, comprising 2 fans (1 duty + 1 standby), complete standalone system with controls and pressure sensors, integrated with BMS, including testing, commissioning and all incidental and ancillary works necessary for a complete and operational installation, in accordance with Technical Specification. REF: Technical Specifications Section - 0710, Section - 0720 | Lot | 1 | Not Applicable | ||
| 451 | M.14-7 | Supply Air Fan for CPR, wall mounted type (SF) REF: Technical Specifications Section - 0710, Section - 0720 | Each | 4 | Not Applicable | ||
| 452 | M.14-8 | Energy Recovery Ventilator, 80% efficiency, 1500 CFM, with supply and exhaust fans and plate type heat exchanger. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 3 | Not Applicable | ||
| 453 | M.15 | CHILLED/HOT WATER PIPING WITH FITTINGS Providing, laying, jointing, testing and commissioning of Polypropylene (PP-R / PP-RP (RCT)) pipes and fittings, manufactured from virgin Fusiolen resin with no recycled content, complying with ASTM F2389, CSA B137.11 and ASTM D2774, in SDR 7.4 / 9 / 11 / 17.6 as per manufacturer's instructions, with hydronic hot water/heating lines incorporating a fiber (faser) layer to limit thermal expansion, complete with fittings, fusion jointing, hangers, supports, sleeves and all accessories, backed by manufacturer's 10-year material warranty with Engineer's approvals, including pressure testing, flushing and all incidental and ancillary works,in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 454 | M.15-1 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 250 | Not Applicable | ||
| 455 | M.15-2 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 800 | Not Applicable | ||
| 456 | M.15-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 950 | Not Applicable | ||
| 457 | M.15-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 800 | Not Applicable | ||
| 458 | M.15-5 | 2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 980 | Not Applicable | ||
| 459 | M.15-6 | 2-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 50 | Not Applicable | ||
| 460 | M.15-7 | 3" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 1200 | Not Applicable | ||
| 461 | M.15-8 | 4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 750 | Not Applicable | ||
| 462 | M.15-9 | 5" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 750 | Not Applicable | ||
| 463 | M.15-10 | 6" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 250 | Not Applicable | ||
| 464 | M.16 | CONDENSATE DRAIN PIPING - uPVC CLASS E (SCHEDULE 40) Providing, laying, jointing, testing and commissioning of uPVC (unplasticized polyvinyl chloride) Class E/Schedule 40 piping of nominal diameters below, including cost of solvent cement and specials, hangers, supports and all accessories, complete as approved and directed by the Engineer, in accordance with Technical Specification. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 465 | M.16-1 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 290 | Not Applicable | ||
| 466 | M.16-2 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 394 | Not Applicable | ||
| 467 | M.16-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 1250 | Not Applicable | ||
| 468 | M.16-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 280 | Not Applicable | ||
| 469 | M.17 | GALVANIZED STEEL PIPE (BS 1387), Providing, supplying, laying, jointing, testing and commissioning of galvanized steel piping, complete with fittings, unions, supports, sleeves, testing and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 470 | M.17-1 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 10 | Not Applicable | ||
| 471 | M.17-2 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 20 | Not Applicable | ||
| 472 | M.17-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 30 | Not Applicable | ||
| 473 | M.17-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 25 | Not Applicable | ||
| 474 | M.17-5 | 2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 20 | Not Applicable | ||
| 475 | M.18 | Providing, laying, jointing, testing and commissioning of ¼" dia. hard-drawn copper pipe, ASTM B88 Type L, internally chemically cleaned, with brazed fittings (inert gas purged), hangers, supports and all accessories. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 20 | Not Applicable | ||
| 476 | M.19 | VALVES AND SPECIALTIES Providing, supplying, installing, testing and commissioning of valves and piping specialties of the types and sizes specified below, complete with companion flanges, unions, gaskets, bolts, supports, identification tags, testing and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 477 | M.19-1 | Gate Valves. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 478 | M.19-1-1 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 120 | Not Applicable | ||
| 479 | M.19-1-2 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 80 | Not Applicable | ||
| 480 | M.19-1-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 5 | Not Applicable | ||
| 481 | M.19-1-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 482 | M.19-1-5 | 2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 483 | M.19-1-6 | 2-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 484 | M.19-1-7 | 3" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 4 | Not Applicable | ||
| 485 | M.19-1-8 | 4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 9 | Not Applicable | ||
| 486 | M.19-1-9 | 5" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 18 | Not Applicable | ||
| 487 | M.19-2 | Balancing Valves. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 488 | M.19-2-1 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 60 | Not Applicable | ||
| 489 | M.19-2-2 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 35 | Not Applicable | ||
| 490 | M.19-2-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 491 | M.19-2-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 492 | M.19-2-5 | 2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 493 | M.19-2-6 | 2-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | Not Applicable | ||
| 494 | M.19-2-7 | 4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 495 | M.19-2-8 | 5" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 4 | Not Applicable | ||
| 496 | M.19-3 | Y-Strainers. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 497 | M.19-3-1 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 60 | Not Applicable | ||
| 498 | M.19-3-2 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 30 | Not Applicable | ||
| 499 | M.19-3-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 500 | M.19-3-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 501 | M.19-3-5 | 2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 3 | Not Applicable | ||
| 502 | M.19-3-6 | 4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 503 | M.19-3-7 | 5" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 4 | Not Applicable | ||
| 504 | M.19-4 | Flexible Joints. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 505 | M.19-4-1 | 4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 4 | Not Applicable | ||
| 506 | M.19-4-2 | 5" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 16 | Not Applicable | ||
| 507 | M.19-5 | Check Valves. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 508 | M.19-5-1 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 45 | Not Applicable | ||
| 509 | M.19-5-2 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 65 | Not Applicable | ||
| 510 | M.19-5-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 5 | Not Applicable | ||
| 511 | M.19-5-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | Not Applicable | ||
| 512 | M.19-5-5 | 2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 1 | Not Applicable | ||
| 513 | M.19-5-6 | 4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 514 | M.19-5-7 | 5" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 4 | Not Applicable | ||
| 515 | M.19-6 | Ball Valves / Drain Cocks. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 516 | M.19-6-1 | 1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 20 | Not Applicable | ||
| 517 | M.19-6-2 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 15 | Not Applicable | ||
| 518 | M.19-6-3 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 10 | Not Applicable | ||
| 519 | M.19-7 | Automatic Air Vents. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 520 | M.19-7-1 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 8 | Not Applicable | ||
| 521 | M.20 | Providing, supplying, fabricating, installing, testing and commissioning of galvanized steel ductwork, complete with fittings, flanges, flexible connections, volume control dampers, access doors, hangers, supports, sealants, stiffeners, acoustic lining (where specified), leakage testing, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | Sqft | 18000 | Not Applicable | ||
| 522 | M.21 | Providing, supplying at site, fabrication and installation of welded steel Breaching/Flue Stack for Hot Water Generator, minimum 6mm thick plate conforming to ASTM A36 or A283, complete with structural angle flanges at breaching and HWG connections, flue collar interface, supports, joints, stack termination,ealing, access provisions, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 800 | Not Applicable | ||
| 523 | M.22 | FLEXIBLE ROUND DUCT Providing, supplying and installing insulated flexible round duct, complete with factory-applied vapour barrier, clamps, take-offs, connectors, hangers, supports, sealants and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 524 | M.22-1 | 6" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 100 | Not Applicable | ||
| 525 | M.22-2 | 8" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 150 | Not Applicable | ||
| 526 | M.22-3 | 10" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 80 | Not Applicable | ||
| 527 | M.22-4 | 12" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 20 | Not Applicable | ||
| 528 | M.23 | Providing, supplying and installing closed-cell elastomeric thermal insulation for piping, ductwork and equipment, complete with adhesive, vapour barrier sealing, insulation inserts, jackets/protection (where specified), finishing, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | Sqft | 12000 | Not Applicable | ||
| 529 | M.24 | INSULATION Providing, supplying and installing thermal and acoustic insulation for ductwork, piping and equipment, complete with adhesives, vapour barriers, protective jacketing/cladding, finishing, supports and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 530 | M.24-1 | 1" Glass Fibre Blanket (0.75 lbs/ft³) + 4-Oz Aluminum Canvas Insulation for indoor supply/return air ducts concealed from vision and outdoor air ducts passing through conditioned space. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 13500 | Not Applicable | ||
| 531 | M.24-2 | 1" Glass Fibre Blanket (0.75 lbs/ft³) + 8-Oz Aluminum Canvas Insulation for indoor supply/return air ducts exposed to vision and in plant rooms, including protection. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 500 | Not Applicable | ||
| 532 | M.24-3 | 1.5 lbs/ft³ Fibre-Glass with Neoprene Scrim Acoustic liner on supply air ducts and sheet metal air plenums. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 800 | Not Applicable | ||
| 533 | M.24-4 | 2" Mineral wool (rock wool) blanket, minimum density 6 lb/ft³ with 24-gauge aluminum jacket Insulation for flue stack. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 800 | Not Applicable | ||
| 534 | M.24-5 | 1" Closed-Cell Elastomeric Foam Insulation for indoor chilled/hot water piping, fittings, accessories and valves. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 535 | M.24-5-1 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 250 | Not Applicable | ||
| 536 | M.24-5-2 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 800 | Not Applicable | ||
| 537 | M.24-5-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 950 | Not Applicable | ||
| 538 | M.24-5-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 800 | Not Applicable | ||
| 539 | M.24-5-5 | 2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 980 | Not Applicable | ||
| 540 | M.24-5-6 | 2-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 50 | Not Applicable | ||
| 541 | M.24-5-7 | 3" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 1200 | Not Applicable | ||
| 542 | M.24-5-8 | 4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 750 | Not Applicable | ||
| 543 | M.24-5-9 | 5" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 750 | Not Applicable | ||
| 544 | M.24-5-10 | 6" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 250 | Not Applicable | ||
| 545 | M.24-6 | 1/8" Self-Adhesive Vinyl Aluminum Foam Tape Insulation for cooling coil condensate drain piping, including fittings and accessories. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 546 | M.24-6-1 | 3/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 380 | Not Applicable | ||
| 547 | M.24-6-2 | 1" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 231 | Not Applicable | ||
| 548 | M.24-6-3 | 1-1/4" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 650 | Not Applicable | ||
| 549 | M.24-6-4 | 1-1/2" dia. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 20 | Not Applicable | ||
| 550 | M.24-7 | 1" Closed-Cell Elastomeric Foam Insulation for Expansion Tank. REF: Technical Specifications Section - 0710, Section - 0720 | LOT | 1 | Not Applicable | ||
| 551 | M.24-8 | 1" Closed-Cell Elastomeric Foam Insulation for Air Separator. REF: Technical Specifications Section - 0710, Section - 0720 | LOT | 1 | Not Applicable | ||
| 552 | M.24-9 | 1" Removable Closed-Cell Elastomeric Jackets Insulation for Pumps. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 6 | Not Applicable | ||
| 553 | M.24-10 | 1" Polyethylene (PE) Foam (0.040 W/m·K) Insulation for Chiller-Heaters. REF: Technical Specifications Section - 0710, Section - 0720 | Each | 2 | Not Applicable | ||
| 554 | M.25 | Providing, supplying and installing Manual Volume Control Dampers (VCD), complete with galvanized steel frame, opposed-blade damper assembly, locking quadrant with engraved graduated position indicator (0–100% open), operating linkage, bearings, sleeves, fixing hardware, testing, commissioning, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 150 | Not Applicable | ||
| 555 | M.26 | Providing, supplying and installing Fire Dampers (FD), complete with galvanized steel sleeve, retaining angles, fusible link, access door, breakaway duct connection, fixing hardware, testing, commissioning, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 50 | Not Applicable | ||
| 556 | M.27 | Providing, supplying and installing flexible duct connections for vibration isolation, complete with fire-retardant flexible fabric, galvanized steel fixing frames, clamps, fasteners, sealants, and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | RFT | 76 | Not Applicable | ||
| 557 | M.28 | AIR TERMINAL DEVICES (measurement on SFT of neck area) Providing, supplying, installing, testing, adjusting and balancing of aluminium air terminal devices, complete with powder-coated finish, fixing frames, gaskets, opposed-blade dampers (where applicable), fixing hardware and all accessories necessary for a complete operational installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 558 | M.28-1 | Supply Air Grille (CODE-I), double deflection type, extruded aluminum construction, complete with opposed blade damper. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 680 | Not Applicable | ||
| 559 | M.28-2 | Filter Back Return Grille (CODE-J), extruded aluminum construction, complete with hinged filter access door, 1" washable filter, opposed blade damper. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 700 | Not Applicable | ||
| 560 | M.28-3 | Fresh Air Louvers, extruded aluminium weatherproof drainable type with bird/insect screen and washable filter. REF: Technical Specifications Section - 0710, Section - 0720 | SFT | 50 | Not Applicable | ||
| 561 | M.29 | ELECTRICAL EQUIPMENT AND CONTROLS Providing, supplying, installing, testing, commissioning and performance verification of electrical equipment and controls for the HVAC system, complete in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | |||||
| 562 | M.29-1 | Motor Control Centres (MCCs) and Auxiliary Control Panels (ACPs), floor/wall-mounted, complete with Form-2 or higher compartmentalized enclosures, ACBs/MCCBs/MCBs, VFDs/soft starters (where specified), contactors, relays, meters, surge protection, control transformer, internal wiring, terminals, earthing, labels, BMS interface and all accessories. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0550 | Lot | 1 | Not Applicable | ||
| 563 | M.29-2 | Complete HVAC electrical installation, excluding MCCs and ACPs, comprising power and control cabling, conduits, cable trays, trunking, junction boxes, isolators, earthing, equipment terminations, control wiring, BMS field wiring, testing, commissioning and all accessories for a complete operational installation. REF: Technical Specifications Section - 0710, Section - 0720 | Lot | 1 | Not Applicable | ||
| 564 | M.30 | AUTOMATION AND CONTROLS Providing, supplying, installing, programming, testing, commissioning and performance verification of the HVAC Building Automation System (BAS), complete in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0880 | |||||
| 565 | M.30-1 | HVAC Building Automation System (BAS) with BACnet/IP protocol-compatible DDC controls, complete with controllers, operator workstation, software, graphics, licences, sensors, actuators, control valves, control dampers, BMS interfaces, networking, point-to-point testing, system integration and all accessories necessary for a complete operational installation. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0880 | Lot | 1 | Not Applicable | ||
| 566 | M.30-2 | Field installation works for the HVAC BAS, including control cabling, conduits, cable trays, junction boxes, field control panels, power supplies, mounting supports, equipment terminations, testing, commissioning and all accessories necessary for a complete operational installation. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0880 | Lot | 1 | Not Applicable | ||
| 567 | M.30-3 | Temperature and pressure instrumentation, comprising thermometers, pressure gauges, thermometer wells, gauge cocks, siphons, isolation valves, fittings, supports, calibration, testing and all accessories necessary for a complete operational installation. REF: Technical Specifications Section - 0710, Section - 0720 | Lot | 1 | Not Applicable | ||
| 568 | M.31 | Providing and constructing reinforced concrete foundations, housekeeping pads, equipment supports, inertia bases, vibration isolators, anchor bolts, non-shrink grout, embedded steelwork, making good and all accessories necessary for complete installation of HVAC equipment, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0880, Section - 0150 | Job | 1 | Not Applicable | ||
| 569 | M.32 | Preparation, submission and revision of coordinated shop drawings, coordinated services drawings, and as-built drawings for the complete HVAC installation, Engineer's approvals and record documentation, in accordance with the Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | Job | 1 | Not Applicable | ||
| 570 | M.33 | Providing surface preparation, painting, colour coding, tagging and identification of all HVAC equipment, piping and ductwork, complete with direction-of-flow arrows, valve tags, equipment labels, pipe markers and all accessories, in accordance with the approved shop drawings and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | Job | 1 | Not Applicable | ||
| 571 | M.34 | Providing Testing, Adjusting and Balancing (TAB), commissioning and performance verification of the complete HVAC system, including complete system cleaning and flushing, pre-commissioning inspections, functional performance testing, air and water balancing using calibrated instruments, adjustment of control settings, submission of TAB and commissioning reports, demonstration of system performance, attendance during Engineer's inspections, and all incidental works necessary for successful acceptance of the installation, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720 | Job | 1 | Not Applicable | ||
| 572 | M.35 | Providing comprehensive Operation and Maintenance (O&M) services for the complete HVAC installation for a period of 365 days from the date of Taking-Over by the Employer, measured on a monthly basis, including provision of qualified operating personnel for continuous daytime operation, preventive and corrective maintenance in accordance with OEM recommendations, lubrication, filter replacement, water treatment and chemical dosing, consumables, minor repairs, fault diagnosis and troubleshooting, tools and test instruments, training of the Employer's personnel, maintenance records, daily/weekly/monthly inspection reports, and all incidental works necessary to maintain the system in a safe, efficient and reliable operating condition, in accordance with the approved shop drawings, project design and Technical Specifications. REF: Technical Specifications Section - 0710, Section - 0720, Section - 0880 | Months | 12 | Not Applicable | ||
| 573 | P | Bill No. 7 - Plumbing & Fire Fighting Works | |||||
| 574 | P.1-1 | Providing and fixing best quality white glazed earthenware One Piece Toilet Commode MS-New Avante Wall Hung WC (For Seat & Cover Tc281sj#W) (White) i/c the cost of MS-Dual Push Plate (Square Button) (Silver) , MS- Concealed Tank Half Frame and MS-AP Series - Seat & Cover (Soft Closing Model) complete with and internal fittings etc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0360 | Nos | 22 | Not Applicable | ||
| 575 | P.1-2 | Cutting of R.C.C slab via core cutter of suitable diameter by using proper technique and equipment for the crossing of utility pipes and its waterproof refilling with useful materials complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360 | Nos | 75 | Not Applicable | ||
| 576 | P.1-3 | Providing & fixing best quality earthenware Vanity Basin MS-Square Under Counter (520 X 345 Mm) W/Bracket Tsp0225w (White) and including the cost of ME - Wall Mounted Single Lever Basin Mixer (Chrome) , 1 1/4" rubber plug and chrome plated brass chain pvc waste pipe 1-1/4" dia of approved pattern etc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0360 | Nos | 16 | Not Applicable | ||
| 577 | P.1-4 | Providing and fixing kitchen sink with mixer, waste coupling and tee stop cock including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360 | Nos | 1 | Not Applicable | ||
| 578 | P.1-5 | Providing and fixing chromium plated toilet paper holder including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360 | Nos | 22 | Not Applicable | ||
| 579 | P.1-6 | Providing and fixing looking glass 5mm thick first quality complete with fixing clamps including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360 | Sft | 102 | Not Applicable | ||
| 580 | P.1-7 | Providing and fixing of Wall Mounted Shower Set Complete MS-Round Wall Mounted Overhead Shower (220 Mm Dia) (Chrome) i/c the cost of MS-ME - Bath Spout (Chrome) and MS-ME - Concealed Single Lever Bath Mixer (Chrome) etc complete in all respects as per drawings and design approved by the Architect and Engineer-in-Charge. REF: Technical Specifications Section - 0360 | Nos | 18 | Not Applicable | ||
| 581 | P.1-8 | Providing and fixing soap dish including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360 | Nos | 14 | Not Applicable | ||
| 582 | P.1-9 | Providing and fixing towel rod including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360 | Nos | 14 | Not Applicable | ||
| 583 | P.1-10 | Providing and fixing tap 3/4 inch dia including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360 | Nos | 8 | Not Applicable | ||
| 584 | P.2-1 | Providing, fixing, jointing and testing Polypropylene Random (PPR) PN20 pressure pipe for cold, hot and hot water return water as per DIN 8077-8078 for pipes and DIN 16962,PN25 for fittings (polyfusion welded joints) inside building including fittings and specials (sockets, tees, elbows, bends, crosses, reducers, adaptor, plugs and union etc.) supported on walls or suspended from roof slab or run in chases including pipe hangers, supports, walls cutting for pipelines, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360, Section - 0480 | |||||
| 585 | P.2-1-1 | 25 mm dia. REF: Technical Specifications Section - 0360 | Rft. | 1020 | Not Applicable | ||
| 586 | P.2-1-2 | 32 mm dia. REF: Technical Specifications Section - 0360 | Rft. | 750 | Not Applicable | ||
| 587 | P.2-1-3 | 40 mm dia. REF: Technical Specifications Section - 0360 | Rft. | 285 | Not Applicable | ||
| 588 | P.2-1-4 | 50 mm dia. REF: Technical Specifications Section - 0360 | Rft. | 320 | Not Applicable | ||
| 589 | P.2-1-5 | 75 mm dia. REF: Technical Specifications Section - 0360 | Rft. | 365 | Not Applicable | ||
| 590 | P.2-2 | Providing, fixing, jointing and testing medium gauge G.I pipes including fittings and specials (sockets, tees, elbows, bends, crosses, reducers, adaptor, plugs and union etc.) supported on walls or suspended from roof slab or run in chases including pipe clamps, pipe hangers, supports, walls cutting and core cutter for cutting of concrete slab with sealing and waterproofing with epoxy grouting for pipelines, thermal insulation with glasswool insulation 65kg/ m³ density thickness 19 mm, GI 26 gauge cladding, complete in all respects. REF: Technical Specifications Section - 0360, Section - 0480 | |||||
| 591 | P.2-2-1 | 2 inch dia. REF: Technical Specifications Section - 0360 | Rft. | 80 | Not Applicable | ||
| 592 | P.2-2-2 | 2-1/2 inch dia. REF: Technical Specifications Section - 0360 | Rft. | 50 | Not Applicable | ||
| 593 | P.2-3 | Providing and installing gate/ball valves of following nominal dia, of approved make ,including jointing ,fitting, painting, testing, complete in all respects to match with following G.I pipe diameters. REF: Technical Specifications Section - 0440, Section - 0480 | |||||
| 594 | P.2-3-1 | 2 inch dia. REF: Technical Specifications Section - 0360 | Nos. | 4 | Not Applicable | ||
| 595 | P.2-3-2 | 2-1/2 inch dia. REF: Technical Specifications Section - 0360 | Nos. | 2 | Not Applicable | ||
| 596 | P.3-1 | Providing, fixing, jointing and testing uPVC Class-B pipe including all fittings such as tees, bends and reducers. Also it includes the cost of joint solutions & clamping to walls, ceiling hangers, supports, cutting through walls for pipelines and pipe fittings of the following diameters, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0430, Section - 0480-0360 | |||||
| 597 | P.3-1-1 | 2" dia. REF: Technical Specifications Section - 0360 | Rft. | 152 | Not Applicable | ||
| 598 | P.3-1-2 | 4" dia. REF: Technical Specifications Section - 0360 | Rft. | 1450 | Not Applicable | ||
| 599 | P.3-1-3 | 6" dia. REF: Technical Specifications Section - 0360 | Rft. | 520 | Not Applicable | ||
| 600 | P.3-1-4 | 8" dia. REF: Technical Specifications Section - 0360 | Rft. | 823 | Not Applicable | ||
| 601 | P.3-2 | Providing and fixing 4" dia Floor Drain with P-trap including Stainless Steel grating and cover of approved make including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360 | |||||
| 602 | P.3-2-1 | P-Trap. REF: Technical Specifications Section - 0360 | Nos. | 53 | Not Applicable | ||
| 603 | P.4-1 | Providing, placing sleeves and puddle flange in R.C.C. underground water tank walls, pipe connection (G.I) with inlet / outlet pipe work, manhole covers, floating ball valve etc, including all necessary accessories required for sleeves placing, complete in all respects. REF: Technical Specifications Section - 0450, Section - 0150, Section - 0145, Section - 0460, Section - 0440 | Job | 1 | Not Applicable | ||
| 604 | P.4-2 | Providing, placing sleeves and puddle flange in R.C.C. overhead water tank walls, pipe connection (G.I) with inlet / outlet pipe work, manhole covers, floating ball valve etc, including all necessary accessories required for sleeves placing, complete in all respects. REF: Technical Specifications Section - 0450, Section - 0150, Section - 0145, Section - 0460, Section - 0440- 0360 | Job | 2 | Not Applicable | ||
| 605 | P.4-3 | Providing, installing, testing and commission electric geyser of approved make, complete with inlet, outlet, safety valves complete in all respects. REF: Technical Specifications Section - 0440, Section - 0480 | |||||
| 606 | P.4-3-1 | 30 Litres. REF: Technical Specifications Section - 0360 | Nos. | 8 | Not Applicable | ||
| 607 | P.5-1 | Providing, installing, testing and commission, centrifugal pumps of make KSB, Grundfos or approved equivalent of capacity 100 gpm each with stainless steel impeller capable of pumping against a total pumping head of 120 ft approx. 5 HP. coupled with water cooled electric motor of 440 volts, 3 - phase, 50 Hz. The pump shall be provided with control panel having auto / manual switches, dry running protection, low / high level water controls with alternative standby duty operation system, complete in all respects. REF: Technical Specifications Section - 0470, Section - 0480 | Nos | 2 | Not Applicable | ||
| 608 | P.5-2 | Supply and install Tube Well Bore Pump complete with the pump and motor cut-out switches for control panel enclosure, valves, water hammer arrestors and all accessories ready for operation.WTP 01 A/01B : Each 0.5 Cusec ,Head 300 feet approx. 17 HP. as per the Drawings, Specifications and Standards. REF: Technical Specifications Section - 0440, Section - 0470 | Nos | 2 | Not Applicable | ||
| 609 | P.5-3 | Providing, Installing, test and commission non-clogging, centrifugal submersible drainage sump pump 50 gpm against a total pumping head of 25 ft (one running one standby). coupled with water cooled IP Class 68 electric motor of 400 volts, 3 - phase, 50 Hz. of approved make with auto / manual switches, dry running protection, low / high level water controls with alternative standby duty operation system), complete in all respects. REF: Technical Specifications Section - 0470 | Set | 2 | Not Applicable | ||
| 610 | P.6-1 | Providing and fixing Mild Steel Schedule 40 Seamless Pipes including all fittings such as tees, bends and reducers with cost of Painting, clamping to walls and ceiling hangers, supports, cutting through walls and concrete in slabs with core cutter for pipelines and pipe fittings of the following diameters complete in all respect. REF: Technical Specifications Section - 0360 | |||||
| 611 | P.6-1-1 | 1" dia (25mm) REF: Technical Specifications Section - 0360 | Rft. | 4100 | Not Applicable | ||
| 612 | P.6-1-1 | 1-1/2" dia (40mm) REF: Technical Specifications Section - 0360 | Rft. | 1810 | Not Applicable | ||
| 613 | P.6-1-1 | 2" dia (50mm) REF: Technical Specifications Section - 0360 | Rft. | 620 | Not Applicable | ||
| 614 | P.6-1-1 | 2-1/2" dia (63mm) REF: Technical Specifications Section - 0360 | Rft. | 1415 | Not Applicable | ||
| 615 | P.6-1-1 | 3" dia (75mm) REF: Technical Specifications Section - 0360 | Rft. | 535 | Not Applicable | ||
| 616 | P.6-1-1 | 4" dia (100mm) REF: Technical Specifications Section - 0360 | Rft. | 920 | Not Applicable | ||
| 617 | P.6-1-1 | 6" dia (150mm) REF: Technical Specifications Section - 0360 | Rft. | 275 | Not Applicable | ||
| 618 | P.6-2 | Excavation in all kind of soils at any depth i/c all lead & lift, necessary protection/shoring/ stability to excavated areas/sides, dewatering and keeping the area to dry,all operations & arrangements in connection with earth works to complete confirming to the requirements of drawings, specifications and instructions by the Engineer In Charge. REF: Technical Specifications Section - 0360- 0400 | Cft | 22500 | Not Applicable | ||
| 619 | P.6-3 | Sand Filling: Providing, laying, compacting and curing sand, compaction, complete in all respect, as per drawings, specifications and as directed by the Engineer. REF: Technical Specifications Section - 0360 | Cft | 7500 | Not Applicable | ||
| 620 | P.6-4 | Providing, transportation, laying, cutting, butt fusion jointing, testing, commissioning & disinfecting the Polyethylene Pipe (PE-100), PN 16, of SDR 11 of any of the manufacturer DADEX and BETA or approved equivalent including fixing all type of fittings and special such as tee, bend,cross collar, reducer, tail piece, flanged spigot,end cap, flanged socket, taper, angle branch, plug etc complete in all respects (Including Injection moulded fittings) as recommended by the manufacturer. REF: Technical Specifications Section - 0400, Section - 0480 | |||||
| 621 | P.6-4-1 | 6" dia (150mm) REF: Technical Specifications Section - 0360 | Rft. | 3000 | Not Applicable | ||
| 622 | P.6-5 | Providing and installing gate/ball valves of following nominal dia, of approved make, including jointing, fitting, painting, testing, complete in all respects to match with following pipe dia meters. REF: Technical Specifications Section - 0440, Section - 0480 | |||||
| 623 | P.6-5-1 | 2-1/2" dia (63mm) REF: Technical Specifications Section - 0360 | Nos. | 8 | Not Applicable | ||
| 624 | P.6-6 | Providing, Installing and testing (sprinklers) (K 5.6) including jointing, fitting, testing, including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0380, Section - 0420, Section - 0480 | |||||
| 625 | P.6-6-1 | Ceiling type (Concealed) REF: Technical Specifications Section - 0360 | Nos. | 325 | Not Applicable | ||
| 626 | P.6-6-2 | Upright. REF: Technical Specifications Section - 0360 | Nos. | 80 | Not Applicable | ||
| 627 | P.6-7 | Providing, Installing, testing and commissioning fire hose cabinet Single door, complete mild steel front door. UPPER COMPARTMENT Fire hose reel, 1'' X 30 Mtr. cabinet mounted, swinging manual type with nozzle & valve. LOWER COMPARTMENT 2-1/2'' x 30 Mtr. fire hose synthetic single jacket with quick coupling, 2-1/2'' oblique landing valve, with jet & spray Nozzle including Co2 fire extinguisher, portable pressure type 6kg dry powder type fire extinguisher where indicated on drawings including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0380, Section - 0420, Section - 0480 | Nos. | 8 | Not Applicable | ||
| 628 | P.6-8 | HOSE REEL CABINET(External): Providing, Installing, testing and commissioning fire hose cabinet Single door, complete mild steel front door. Fire hose reel, 1'' X 30 Mtr. cabinet mounted, swinging manual type with nozzle & valve. where indicated on drawings including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0380, Section - 0420, Section - 0480 | Nos. | 28 | Not Applicable | ||
| 629 | P.6-9 | Providing, Installing, testing and commissioning Pillar type fire hydrants with external fire hose cabinet with inlet flange 4" size with double deliveries 2 1/2" female instantaneous coupling with blank cap and chain, including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0360, Section - 0380, Section - 0420, Section - 0480 | Nos. | 28 | Not Applicable | ||
| 630 | P.6-10 | Providing, Installing, testing and commissioning Pillar type fire hydrants with external fire hose cabinet with inlet flange 4" size with double deliveries 2 1/2" female instantaneous coupling with blank cap and chain, including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0380, Section - 0420, Section - 0480 | Nos. | 2 | Not Applicable | ||
| 631 | P.6-11 | Providing, Installing, testing and commissioning fire fighting zone check assembly & drain test point consisting of Alarm valve, Gate valve, Flow switch, etc complete, at suitable locations as required by NFPA codes for Fire fighting sprinkler - wet pipe system including fire alarm panel, jointing, fitting, testing, including all necessary accessories required for installation, complete in all respect as per specifications and drawings as well as directed by the Engineer. REF: Technical Specifications Section - 0380, Section - 0420, Section - 0480-0360 | |||||
| 632 | P.6-11-1 | 4" dia (100 mm) REF: Technical Specifications Section - 0360 | Nos. | 5 | Not Applicable | ||
| 633 | P.6-12 | FM-200 System: Design, Supply, installation, testing & commissioning of FM-200 system of specified spaces mentioned on drawings. REF: Technical Specifications Section - 0700, Section - 0480 | Job | 1 | [Up to 80% Allowed] | ||
| 634 | P.6-13-1 | Dry Chemical Powder Fire Extinguisher: Portable, Stored Pressure Type Highly Effective on A, B, C & E Class of Fire, Capacity : 06 Kg Fire Rating : 34A 183B Working Pressure : 14 Bar Tested at Pressure : 30 Bar. REF: Technical Specifications Section - 0380 | Nos. | 24 | Not Applicable | ||
| 635 | P.6-13-2 | CO2 Fire Extinguisher Capacity 5Kg Extinguishing Agent CO2 Operating Temperature -20 to +60 °C Max Allowable Pressure 174 bar Test Pressure 250 bar. REF: Technical Specifications Section - 0380 | Nos. | 24 | Not Applicable | ||
| 636 | P.6-13-3 | ABC Powder Ceiling Mounted Capacity 6Kg Operating Temperature -30 °C to +60 °C Operating Pressure 15 Bar Cylinder Testing Pressure 35 bar for 30 sec. REF: Technical Specifications Section - 0480 | Nos. | 3 | Not Applicable | ||
| 637 | P.7-1 | Providing, Fixing ,testing & installing pump set for fire fighting of following capacities. (Pump must be UL Listed & FM approved) a) Horizontal centrifugal pump set (50Hz x 380V, 3 phase Motor) 750 GPM @ 10 bar complete with automatic control panel , Pressure switch & Pressure gauge. It should be capable of operating 1 remotest 21/2" hydrants 250 GPM @ min. 6.9 bar pressure. b) Horizontal centrifugal engine driven pumpset 500 GPM @ 10 bar complete with automatic control panel , Pressure switch, Pressure gauge & diesel tank. It should be capable of operating 1 remotest 21/2" hydrants 250 GPM @ min. 6.9 bar pressure. c) Jockey electric motor driven pumpset (50Hz x 380 V ,3Ph Motor) 40 GPM @ 10.5 bar complete with automatic control panel, pressure switch and pressure gauge. d) Pump control cabinet for above mentioned pump. e) Pump room fitting and controls i.e. gate valves, NRV, expansion joints,air release valve, headers, pressure relief Valve & pressure gauge, supports and painting. REF: Technical Specifications Section - 0360, Section - 0380, Section - 0420, Section - 0440, Section - 0470, Section - 0480 | Set | 1 | Not Applicable | ||
| 638 | T | Bill No. 8 - ATC Equipment | |||||
| 639 | T-1 | Provision, installation, Testing & Commissioning of VHF/AM Air Band Multimode Transceiver, frequency range 118–137 MHz, capable of AM voice, ACARS (AM‑MSK), and VDL Mode 2 (D8PSK) with lifetime license Features: dual Ethernet ports for VoIP (ED‑137 compliant), SNMP remote control, front‑panel display, programmable output power up to 50 W, main/standby ready. Including all necessary accessories (power supply, antenna change over relay , RF lightning protector standard 19 inch rack mounting hardware , etc.). Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 14 | [Up to 80% Allowed] | ||
| 640 | T-2 | Provision, installation, Testing & Commissioning of UHF/AM Air Band Digital Transceiver, frequency range 225–400 MHz, output power 50W, with Ethernet connectivity for VoIP (ED‑137), SNMP remote control, front‑panel display, main/standby ready. Includes all accessories for standard 19 inch rack. Complete in all respect as per Technical Specification CNS-01. REF: Technical Specifications Section - 0740 | Job | 3 | [Up to 80% Allowed] | ||
| 641 | T-3 | Provision, installation, Testing & Commissioning of VHF (AM) Band Pass Dual Cavity Combiner, 2‑channel, for combining four VHF transceivers to a single antenna, frequency range 118–137 MHz, 4HU rack‑mountable, with front panel. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 6 | [Up to 80% Allowed] | ||
| 642 | T-4 | Provision, installation, Testing & Commissioning of UHF Dual Cavity Bandpass Filter/Combiner, frequency range 225–400 MHz, 4HU rack‑mountable, Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 2 | [Up to 80% Allowed] | ||
| 643 | T-5 | Provision, installation, Testing & Commissioning of VHF Omnidirectional Antenna, dipole, frequency range 118–137 MHz, with appropriate RF connector, suitable for aviation ground station use. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 8 | [Up to 80% Allowed] | ||
| 644 | T-6 | Provision, installation, Testing & Commissioning of UHF Omnidirectional Antenna, dipole type, frequency range 225–400 MHz, with appropriate RF connector, suitable for aviation ground station use complete in all respect. REF: Technical Specifications Section - 0740 | Job | 3 | [Up to 80% Allowed] | ||
| 645 | T-7 | Provision, installation, Testing & Commissioning of VHF AM 10 watts Vehicle Mounted TX/RX frequency range 118–137 MHz, capable of AM voice 12V DC and (adaptable for vehicles), VoIP complete in all respect. REF: Technical Specifications Section - 0740 | Job | 5 | [Up to 80% Allowed] | ||
| 646 | T-8 | Provision, installation, Testing & Commissioning of VHF AM HANDHELD Walkie Talkie Frequency Range 118 – 137 MHz (aeronautical band) Battery Built in long life rechargeable battery pack (Li ion) REF: Technical Specifications Section - 0740 | Job | 6 | [Up to 80% Allowed] | ||
| 647 | T-9 | Provision, installation, Testing & Commissioning of VHF FM HANDHELD DIGITAL WALKIE TALKIE Frequency Range 146 – 174 MHz (VHF FM) Output Power ≥5 W (adjustable high/low) Battery Built in long life rechargeable battery pack (Li ion) REF: Technical Specifications Section - 0740 | Job | 10 | [Up to 80% Allowed] | ||
| 648 | T-10 | Provision, installation, Testing & Commissioning of HF Transceiver, output power 1 kW, with broadband antenna system covering HF aviation bands, suitable for long‑range communication. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 2 | [Up to 80% Allowed] | ||
| 649 | T-11 | Provision, installation, Testing & Commissioning of HF Transceiver 125 watts , covering HF aviation bands, with broad antenna, for monitoring and replacement in case of main transceiver failure . Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 3 | [Up to 80% Allowed] | ||
| 650 | T-12 | Provision, installation, Testing & Commissioning of Radio Remote Controller System, standalone configuration, comprising: touch‑screen display unit, microphone interface with desktop speaker, headset with aviation connector, foot pedal for PTT, monitor arm or desktop mount. The controller shall support ED‑137 VoIP, dual LAN redundancy, and be capable of controlling multiple radios , telephone lines and hotlines (Analogue/Digital) Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 8 | [Up to 80% Allowed] | ||
| 651 | T-13 | Provision, installation, Testing & Commissioning of Automatic Low Voltage Control 100 to 230 VAC for (a.) ATC Tower (b.) ECR (c.) OCC Room with at least specification Input Voltage Range: 100-260 VAC Output Voltage 210- 230 VAC or Customized . 50Hz Pure sine wave, Power Factor 90% , Accuracy. +/- 1% Voltage control (this will be read with other applicable technical specifications. REF: Technical Specifications Section - 0740 | Job | 3 | Not Applicable | ||
| 652 | T-14 | Provision, installation, Testing & Commissioning of Earthing / Grounding System including earthing pits for CNS Equipment and other sensitive ICT equipment. Complete in all respect as per Technical Specifications CNS-01. REF: Technical Specifications Section - 0740 | Job | 1 | Not Applicable | ||
| 653 | T-15 | Provision, installation, Testing & Commissioning of AMHS Terminal / Desktop PC along with Compatible Dot Matrix Printer (LQ-310) for AHMS Terminal with redundant lines through PTCL Fiber, Satellite. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 1 | Not Applicable | ||
| 654 | T-16 | Provision, installation, Testing & Commissioning of Managed Layer 2/3 Ethernet Switch, 48x Gigabit ports, 4x SFP uplink ports, with redundancy features (e.g., dual power supply optional), suitable for rack mounting. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 3 | Not Applicable | ||
| 655 | T-17 | Provision, installation, Testing & Commissioning of Handheld Capsule Type microphone with bracket. Complete in all respect suitable for aviation RRCU use as per Technical Specifications. REF: Technical Specifications Section - 0740 | Job | 10 | Not Applicable | ||
| 656 | T-18 | Provision, installation, Testing & Commissioning of Gooseneck microphone with suitable connector for RRCU. Complete in all respect as per Technical Specification. REF: Technical Specifications Section - 0740 | Job | 8 | Not Applicable | ||
| 657 | T-19 | Provision, installation, Testing & Commissioning of Aviation headset with noise‑canceling microphone and appropriate connector for RRCU & Complete in all respect suitable for aviation use as per Technical Specifications. REF: Technical Specifications Section - 0740 | Job | 8 | Not Applicable | ||
| 658 | T-20 | Provision, installation, Testing & Commissioning of Remote Control and Monitoring System (RCMS) software suite for VHF, UHF, HF radios and DVLS network management, including server software, operator client licenses Qty.04, lifetime device licenses for up to 50 radios , SNMP‑based monitoring, alarm management, and reporting. Includes dedicated workstation and laptop (minimum: Intel Core i7 13th Gen. or equivalent, 16GB RAM, 1TB SSD, Windows 11 Pro) for administration. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 1 | Not Applicable | ||
| 659 | T-21 | Provision, installation, Testing & Commissioning of Low‑loss foam dielectric coaxial cable, 50 Ω impedance, ½ inch diameter, suitable for RF feeder runs. Complete in all respect for all systems to be connected and as per Technical Specification. REF: Technical Specifications Section - 0740 | meter | 1200 | Not Applicable | ||
| 660 | T-22 | Provision, installation, Testing & Commissioning of Digital Voice Logging System (DVLS) with capacity for recording at least 48 channels (analog and VoIP). Dual redundant recording servers operating in parallel (no single point of failure), RAID storage for minimum 31 days recording, synchronized replay capability, NTP synchronization, web‑based replay client, and all necessary software and accessories. Shall support ED‑137, RTP, SIP, and analog audio inputs. Complete in all respect as per Technical Specification CNS-01. REF: Technical Specifications Section - 0740 | Job | 1 | [Up to 80% Allowed] | ||
| 661 | T-23 | Provision, installation, Testing & Commissioning of DC power supply system with integrated monitoring and charging, using lithium battery bank providing minimum 2 hours backup at full load. Includes rectifiers, distribution, and battery management. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 1 | Not Applicable | ||
| 662 | T-24 | Provision, installation, Testing & Commissioning of Double conversion online uninterruptible power supply (UPS), capacity suitable for the intended load, with maintenance bypass and battery backup for minimum 60 minutes (or as per site requirement). Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 3 | Not Applicable | ||
| 663 | T-25 | Provision, installation, Testing & Commissioning of Air Traffic Control console furniture for six (6) working positions, ergonomic design, including monitor mounts, keyboard trays, space for remote controllers, and cable management. Materials durable and anti‑static. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 6 | Not Applicable | ||
| 664 | T-26 | Provision, installation, Testing & Commissioning of Automated Weather Observing System (AWOS) for a single runway, meeting ICAO CAT I precision approach requirements. Includes central data unit; sensors for wind speed/direction (ultrasonic or mechanical), barometric pressure (redundant), temperature/humidity, cloud height (ceilometer), visibility/runway visual range (RVR), present weather detector, lightning detector; and appropriate communication interfaces. System shall generate METAR and other aviation reports, and integrate with ATC systems. Includes all accessories, cabling, and mounting hardware. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 1 | [Up to 80% Allowed] | ||
| 665 | T-27 | Provision, installation, Testing & Commissioning of Desktop Computers (All-In-One) minimum: Intel Core i7 13th Gen. or equivalent, 16GB RAM, 1TB SSD, Windows 11 Pro), and 24 Inch Screen. Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 3 | Not Applicable | ||
| 666 | T-28 | Provision, installation, Testing & Commissioning of FM repeater system for coordination of all area of airport .Complete in all respect. REF: Technical Specifications Section - 0740 | Job | 1 | Not Applicable | ||
| 667 | T-29 | Provision, installation, Testing & Commissioning of ATC Support equipment Complete in all respect as per Technical Specification Section 0740 (SUB-DIVISION 15.2 ) REF: Technical Specifications Section - 0740 | Lot | 1 | Not Applicable | ||
| 668 | T-30 | Supply, Laying, testing and commissioning of Fiber Cable complete in all respect as per Engineers Instruction. REF: Technical Specifications Section - 0650 | meter | 1200 | Not Applicable | ||
| 669 | T-31 | Trenching work, including excavation, sand bedding, supply and placement of protection tiles, placement of warning tape, backfilling and compaction complete in all respect as per instruction of Engineer. REF: Technical Specifications Section - 0740 | Cum | 800 | Not Applicable | ||
| 670 | T-32 | Dismantling & re-installation, testing and commissioning of ALCMS in ATCT complete in all respect as per instruction of Engineer. REF: Technical Specifications Section - 0070 | Job | 1 | Not Applicable | ||
| 671 | T-33 | Airfield lighting Control & Monitoring System Relocation Shifting touchscreen, controller, and communication links (fiber/copper).ALCMS Project relocation Programme and ensuring System Transition Support to minimize downtime., complete in all respects. Note:- Above mentioned system should be complete in all respect for proper functioning including cost of items mentioned or not. REF: Technical Specifications Section - 0740, Section - 0770 | Job | 1 | Not Applicable | ||
| 672 | T-34 | Providing, installing, testing and commissioning of Airport Crash Warning System (Crash Horn/Crash Bell Hooter), comprising electronic hooters, central control panel, interface with Air Traffic Control (ATC) console, remote/manual activation stations, control and power cabling, conduits, accessories, terminations, integration, testing, commissioning and all associated works, complete in all respects in accordance with the Drawings and Technical Specifications Section 0910. REF: Technical Specifications Section - 0910 | Job | 1 | Not Applicable | ||
| 673 | T-35 | Providing, installing, testing and commissioning of Aeronautical Beacon, including beacon assembly, mounting structure/supports, obstruction lighting interface (where applicable), power and control cabling, conduits, accessories, earthing, terminations, testing, commissioning and all associated works, complete in all respects in accordance with the Drawings and Technical Specifications Section 0900. REF: Technical Specifications Section - 0900 | Job | 1 | Not Applicable | ||
| 674 | T-36 | FACTORY ACCEPTANCE TEST (FAT):FAT for (03) three PAA officials for (05) five working days at OEM factory (Including Return ticket, Visa fees, insurance, local transport, accommodation & DSA) REF: Technical Specifications Section - 0740, Section - 0010 | Lot | 3 | Not Applicable | ||
| 675 | T-37 | FACTORY TRAINING:Factory Training for (05) five PAA technical Personnel / Engineers for (10) ten working days at OEM factory (including return ticket, visa fees, local transport, accommodation & DSA) REF: Technical Specifications Section - 0740, Section - 0010 | Lot | 4 | Not Applicable | ||
| 676 | D1 | Day Works Schedule - SH: Labour | |||||
| 677 | D101 | Project Manager | Day | 10 | Not Applicable | ||
| 678 | D102 | Site Engineer | Day | 10 | Not Applicable | ||
| 679 | D103 | Surveyor | Day | 30 | Not Applicable | ||
| 680 | D104 | Foreman / General Foreman | Day | 30 | Not Applicable | ||
| 681 | D105 | Charge Hand / Supervisor | Day | 30 | Not Applicable | ||
| 682 | D106 | Skilled Mason | Day | 50 | Not Applicable | ||
| 683 | D107 | Carpenter | Day | 20 | Not Applicable | ||
| 684 | D108 | Steel Fixer | Day | 50 | Not Applicable | ||
| 685 | D109 | Electrician | Day | 30 | Not Applicable | ||
| 686 | D110 | Plumber | Day | 20 | Not Applicable | ||
| 687 | D111 | HVAC Technician | Day | 20 | Not Applicable | ||
| 688 | D112 | Welder | Day | 40 | Not Applicable | ||
| 689 | D113 | Painter | Day | 10 | Not Applicable | ||
| 690 | D114 | Tile Setter | Day | 20 | Not Applicable | ||
| 691 | D115 | Machine Operator | Day | 10 | Not Applicable | ||
| 692 | D116 | Driver | Day | 40 | Not Applicable | ||
| 693 | D117 | Skilled Labour | Day | 50 | Not Applicable | ||
| 694 | D118 | Semi-Skilled Labour | Day | 50 | Not Applicable | ||
| 695 | D119 | Unskilled Labour | Day | 100 | Not Applicable | ||
| 696 | D120 | Watchman / Security Guard | Day | 100 | Not Applicable | ||
| 697 | D121 | Cleaner / Helper | Day | 100 | Not Applicable | ||
| 698 | D2 | Day Works Schedule - SH: Material | |||||
| 699 | D201 | Ordinary Portland Cement (OPC), Type-I, 50 kg bag, ASTM C150 or equivalent | bag | 100 | Not Applicable | ||
| 700 | D202 | Coarse Sand (River/Pit), Zone-II grading, free from silt & organic matter | m3 | 50 | Not Applicable | ||
| 701 | D203 | Coarse Aggregate, crushed stone, 3/4" (20mm) nominal size | m3 | 50 | Not Applicable | ||
| 702 | D204 | Deformed Reinforcement Steel Bars, Grade 60 (Fy = 60,000 psi), assorted dia. 10mm-25mm | kg | 1000 | Not Applicable | ||
| 703 | D205 | Structural Steel Sections (I-Beam / Channel / Angle), Grade A36 or equivalent, assorted sizes | kg | 1000 | Not Applicable | ||
| 704 | D206 | Solid Concrete Blocks, 150mm x 200mm x 400mm (6"x8"x16"), min. compressive strength 1,500 psi | no. | 500 | Not Applicable | ||
| 705 | D207 | Burnt Clay Bricks (1st Class), standard size 230mm x 115mm x 75mm (9"x4.5"x3"), min. crushing strength 1,500 psi | no. | 500 | Not Applicable | ||
| 706 | D208 | Shuttering Plywood, 18mm thick, 1220mm x 2440mm (4'x8') sheet, film-faced | sheet | 50 | Not Applicable | ||
| 707 | D209 | Timber (Deodar/Kail), sawn, assorted sections, for formwork/scaffolding | cft | 100 | Not Applicable | ||
| 708 | D210 | Binding Wire, GI, 16 SWG | kg | 50 | Not Applicable | ||
| 709 | D211 | PVC Conduit Pipe, 3/4" (20mm) dia, heavy gauge, for electrical wiring | rft | 500 | Not Applicable | ||
| 710 | D212 | Copper Conductor Cable, PVC insulated, single core, assorted sizes 2.5mm2 | rft | 1000 | Not Applicable | ||
| 711 | D213 | uPVC Water Supply Pipe, Class-C / Schedule-40, dia 1", threaded/solvent-weld | rft | 300 | Not Applicable | ||
| 712 | D214 | uPVC Sewerage Pipe, dia 4", solvent-weld joint | rft | 300 | Not Applicable | ||
| 713 | D215 | Waterproofing Membrane, APP/SBS modified bitumen, 3mm thick, torch-applied | m2 | 200 | Not Applicable | ||
| 714 | D216 | Ceramic / Vitrified Floor Tiles, 600mm x 600mm, Grade-A, matt/glossy finish | m2 | 200 | Not Applicable | ||
| 715 | D217 | Weather-shield Emulsion Paint, exterior grade | ltr | 200 | Not Applicable | ||
| 716 | D218 | Welding Electrodes, E6013/E7018, 3.15mm dia | kg | 50 | Not Applicable | ||
| 717 | D219 | Nails, Screws & Assorted Fasteners, GI/MS, various sizes 1"-4" | kg | 20 | Not Applicable | ||
| 718 | D220 | Non-Shrink Cementitious Grout, high strength (min. 50 MPa @ 28 days), pre-mixed | kg | 100 | Not Applicable | ||
| 719 | D221 | Silicone Sealant, weatherproof grade, 300ml cartridge | no. | 50 | Not Applicable | ||
| 720 | D3 | Day Works Schedule - SH: Equipment | |||||
| 721 | D301 | Concrete Mixer, drum type, 10/7 cft capacity, diesel/electric driven | Hour | 100 | Not Applicable | ||
| 722 | D302 | Concrete Vibrator, needle type, 40mm-60mm poker dia, petrol/electric driven | Hour | 100 | Not Applicable | ||
| 723 | D303 | Diesel Generator Set, 125 kVA, silent/canopied type, with ATS panel | Hour | 200 | Not Applicable | ||
| 724 | D304 | Diesel Generator Set, 30 kVA, silent/canopied type | Hour | 100 | Not Applicable | ||
| 725 | D305 | Excavator / Backhoe Loader, bucket capacity 0.9-1.2 m3, engine power 90-100 HP | Hour | 100 | Not Applicable | ||
| 726 | D306 | Wheel Loader, bucket capacity 1.5-2.0 m3, engine power 120-150 HP | Hour | 50 | Not Applicable | ||
| 727 | D307 | Dump Truck, 10-wheeler, payload capacity 12-16 tons (8-10 m3) | Hour | 100 | Not Applicable | ||
| 728 | D308 | Water Bowser / Tanker, capacity 5,000-6,000 litres, truck-mounted | Hour | 80 | Not Applicable | ||
| 729 | D309 | Mobile Crane, hydraulic, telescopic boom, 25-ton lifting capacity | Hour | 60 | Not Applicable | ||
| 730 | D310 | Tower Crane, max. lifting capacity 6-8 tons, jib length 40-50m | Hour | 100 | Not Applicable | ||
| 731 | D311 | Man / Material Hoist, single cage, capacity 1,000-1,200 kg | Hour | 100 | Not Applicable | ||
| 732 | D312 | Plate Compactor, plate size approx. 500mm x 400mm, centrifugal force 15-20 kN | Hour | 50 | Not Applicable | ||
| 733 | D313 | Road Roller (vibratory), single drum, 8-10 ton static weight | Hour | 40 | Not Applicable | ||
| 734 | D314 | Welding Machine, arc/MIG type, 300-400 amp, diesel/electric driven | Hour | 80 | Not Applicable | ||
| 735 | D315 | Air Compressor, diesel/electric driven, capacity 150-185 CFM | Hour | 60 | Not Applicable | ||
| 736 | D316 | Concrete Pump, boom/trailer mounted, output capacity 30-40 m3/hr | Hour | 40 | Not Applicable | ||
| 737 | D317 | Concrete Batching Plant, capacity 30-40 m3/hr, with weigh-batcher | Hour | 40 | Not Applicable | ||
| 738 | D318 | Total Station (electronic), with operator, accuracy +/-(2mm + 2ppm) | Hour | 40 | Not Applicable | ||
| 739 | D319 | Mobile Lighting Tower, 4 x 1000W metal halide, telescopic mast, diesel-genset mounted | Hour | 60 | Not Applicable | ||
| 740 | Total Amount (Rs) | 4968705767 | |||||
| GRAND TOTAL: | Rs 4,968,705,767.00 |
Scope of Works:
The Works shall consist of the components as listed but not limited to following:
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: Pakistan Airports Authority (Planning & Development Directorate), Director Planning & Development P&D Directorate, HQPAA, Terminal-1 Jinnah International Airport, Karachi
Sub-Clause 1.1.35
Engineer's name & address: To be Nominated later
To be Nominated later
Sub-Clause 1.1.84
Time for Completion: 730 days for whole of the works
Sub-Clause 1.3 (a)(ii)
Agreed method of electronic transmission: Agreed
The Electronic Transmission Methods are director.pdev@paa.gov.pk contmgntbranch@gmail.com
Sub-Clause 1.3 (d)
Address of Empoyer for Communications: P&D Directorate, HQPAA, Terminal-1 Jinnah International Airport, Karachi
Address of Engineer for Communications:
To be Nominated later
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: 3 days after Commencement Date
Sub-Clause 2.4
Employer’s financial arrangements:
Employer’s 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:
-
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: 100
Subcontracting of Civil Works is not permitted, except for incidental civil works associated with the installation of equipment, for which subcontracting shall be allowed.
Sub-Clause 6.5
Normal working hours on the Site: 9
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 0.05% of the Accepted Contract Amountfor delay in completion of whole of the Works
Sub-Clause 8.8
Maximum amount of Delay Damages 10.00 % of the Accepted Contract Amount
Sub-Clause 8.14
Applicability of Incentives for Early Completion No
Sub-Clause 12.3
Percentage profit (Not more than 10%): Nil
Sub-Clause 13.4.(b)(ii)
Percentage rate to be applied to Provisional Sums for overhead charges and profit: Twenty Five percent (25%)
Sub-Clause 14.2
Total Advance Payment: Fifteen percent (15%) of the Accepted Contract Amount excluding Provisional Sums payable in the currencies and proportions in which the Accepted Contract Amount is payable
Sub-Clause 14.2.1
Advance Payment Insurance Allowed
Mobilization Advance An interest-free Mobilization Advance of up to fifteen percent (15%) of the Accepted Contract Amount, excluding Provisional Sums, shall be paid to the Contractor in two (2) equal instalments, against an Advance Payment Guarantee in the form annexed to the Contract, issued by a Scheduled Bank acceptable to the Employer.
(a) First Instalment: The first instalment, equivalent to seven and a half percent (7.5%) of the Accepted Contract Amount excluding Provisional Sums, shall be paid within twenty-one (21) days of the Employer's receipt of the Contractor's Advance Payment Certificate from the Engineer, and of the corresponding Advance Payment Guarantee for the full amount of that instalment.
(b) Second Instalment: The second instalment, equivalent to a further seven and a half percent of the Accepted Contract Amount excluding Provisional Sums, shall be paid within forty-two (42) days from the date of payment of the first instalment, subject to the Engineer's satisfaction, evidenced in writing as to the state of mobilization of the Contractor's Personnel, Equipment, and Temporary Works on Site and against submission of the corresponding Advance Payment Guarantee for that instalment
Sub-Clause 14.2.3
Percentage deductions for the repayment of the Advance Payment: Deduction shall be made at the amortization rate of 17.5 % of the value of the Works executed of each IPC as provided in paragraph (i) of Sub-Clause GCC 14.3, starting from 2nd IPC provided that the advance payment shall be completely repaid prior to the time when 90% of the Accepted Contract Amount less Provisional Sums has been certified for payment. It may be more than 17.5% in the last instalment to ensure full repayment.
Sub-Clause 14.3
Period of payment One Month
Sub-Clause 14.3(b)
Number of additional paper copies of Statements: 3
Sub-Clause 14.3 (iii)
Percentage of retention: Seven percent (7%)
Sub-Clause 14.3 (iii)
Limit of Retention Money (as a percentage of the Accepted Contract Amount): Five percent (5%)
Sub-Clause 14.5(b)(i)
Plant and Materials for payment when shipped: Plant and Materials under Bill of “Imported Plant and Materials”
(a) Chillers (b) Cooling Towers (c) Hot Water Generators (d) Air Handling Units (e) Fan Coil Units (f) DG Sets (g) Solar PV Panels, Inverters and Lithium-Ion Batteries (h) Elevators (i) Fire Fighting Pumping Set (j) FM 200 / Clean Agent Fire System (k) VHF System (l) UHF System (m) HF System (n) DVLS system (o) AWOS (p) RRC System (q) UPS and associated Lithium-Ion Batteries
Please refer to the Annexure: Conditions of Contract – SCC Clause 14.5(b)(i) for further details
Sub-Clause 14.5(c)(i)
Plant and Materials for payment when delivered to the Site: Plant and Non Perishable Materials
(a) Steel Reinforcement / Steel Structural Members (b) Local Glass (c) Doors & Windows (d) False Ceiling (e) Tile, Marble and Granite (f) Plumbing Fittings and Fixtures (g) Pipes and Conduits (h) Pumps except Fire-Fighting Pumping Set (i) Electric Cables (j) Electric Panels (k) Transformers (l) CCTV Cameras (m) Electric Lights
Please refer to the Annexure titled Conditions of Contract – SCC Clause 14.5(c)(i) for further details
Sub-Clause 14.6.2
Minimum amount of Interim Payment Certificate (IPC): Yes
The Minimum Amount IPC is 1% of the Accepted Contract Amount.
[Employer to give value not exceeding one fifth of the average expected value of Interim Payment Certificate]
Sub-Clause 14.7(a)
Period of payment of Advance Payment to the Contractor: 14 days
Sub-Clause 14.7b(i)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.6: 28 days
Sub-Clause 14.7b(ii)
Period for the Employer to make interim payments to the Contractor under Sub-Clause 14.13 (Final Payment): 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: 3
[insert number of copies say six (06)]
Sub-Clause 14.15
Currencies of payment of Contract Price: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(a)(i)
Proportions or amounts of Local and Foreign currencies: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(c)
Currencies and proportions for payment of Delay Damages: as stated in the Table Schedule of Adjustment Data of Schedule A (if Given)
Sub-Clause 14.15(f)
rates of exchange: as stated in the Table IV of Schedule A (If Given)
Sub-Clause 17.2(d)
Forces of nature, the risks of which are allocated to the Contractor: Nil
Sub-Clause 19.1
Permitted deductible limits:
i) insurance required for the Works: Ten percent (10%) of loss amount on each & every loss
ii) insurance required for Goods: Nil
iii) insurance required for liability for breach of professional duty: Nil
iv) insurance required against liability for fitness for purpose (if any is required): Nil
v) insurance required for injury to persons and damage to property: Nil
vi) insurance required for injury to employees: Nil
vii) other insurances required by Laws and by local practice : Nil
Periods for submission of insurance:
a) evidence of insurance: Not later than the Commencement Date
b) relevant policies: Within twenty eight (28) day from the Commencement Date
Sub-Clause 19.2.1(b)
Additional amount to be insured (as a percentage of the replacement value): 15% of the replacement value (Accepted Contract Amount)
Sub-Clause 19.2.2
Extent of insurance required for Goods: From Ex-Works (i.e., works, factory, warehouse, etc) to delivery at the Site
Amount of insurance required for Goods: Full replacement value
Sub-Clause 19.2.3(a)
Amount of insurance required for liability for breach of professional duty: Full replacement value of the Works to be designed by the Contractor
Sub-Clause 19.2.3(b)
Insurance required against liability for fitness for purpose: Yes
Sub-Clause 19.2.3
Period of insurance required for liability for breach of professional duty: Until the date of issuance of Performance Certificate
Sub-Clause 19.2.4
Amount of insurance required for injury to persons and damage to property: Injury to person and Fatal case:
in accordance with Workmen Compensation Act
Damage to Property: The Amount of Insurance Required for Person Injury is In accordance with the Workmen's Compensation Act, or a minimum sum insured of PKR 3 million per person, whichever is greater
The Amount of Insurance Required for Damage to Property is PKR 50 million for each occurrence, with no limit on the number of occurrences 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
Time for appointment of DAAB: Within 28 days form the Commencement Date
The DAAB shall comprise three (03) members.
Appointing entity (official) for DAAB members: Chairman Pakistan Engineering Council (PEC) from the list of PEC approved arbitrators published at its website
Sub-Clause 21.2
Appointing entity (official) for DAAB members Managing Director Public Procurement Regulatory Authority (PPRA) or Chairman Pakistan Engineering Council (PEC) from the list of PEC approved arbitrators published at its website
Sub-Clause 21.6
Rules of Arbitration: PEC Rules of Conciliation and Arbitration or Pakistan Arbitration Act of 1940, if the former is inactive.
The place of Arbitration shall be in the Employer’s country: Islamabad, Pakistan
[Insert name of city]
PartB - Special Provisions
1.1 Definitions
1.1.76 “Specification”
Following is added at the end:
“and consists of two parts i.e.,
i) “Part A - Specific Provisions”; and
ii) “Part B - Technical Provisions”.”
1.2 Interpretation
“and” is deleted from the end of sub-paragraph (i) and added at the end of sub-paragraph (j).
Sub-paragraph (k) is added:
“(k) The word “tender” is synonymous with “bid” the word tenderer with “bidder”, the words “tender documents” with “bidding documents” and “Schedule of Prices” with “Bill of Quantities”, as applicable.”
1.5 Priority of Documents The documents listed at (a) through (k) of this Sub-Clause are deleted and substituted with the following:
(a) the Contract Agreement;
(b) the Letter of Acceptance;
(c) the Letter of Bid;
(d) the Particular Conditions Part A - Contract Data;
(e) the Particular Conditions Part B - SpecialProvisions;
(f) the General Conditions;
(g) the Specification Part A - SpecificProvisions;
(h) the Specification Part B- Technical Provisions;
(i) the Drawings;
(j) the completed Schedules to Bid includingBillof Quantities;
(k) the JV Undertaking (if the Contractor is a JV); and
(l) any other documents forming part of the Contract.
The addenda/corrigenda, if any, shall be deemed to have been incorporated at the appropriate places in the documents forming the Contract.
1.6 Contract Agreement
In the last line of the 1st paragraph the text “shall be borne by the Employer” is substituted by “shall be reimbursed by the Employer to the Contractor”.
3.1 The Engineer
In sub-paragraph (a) the text “as defined in the Pakistan Engineering Council Act, 1975 (Act No.V of 1976)” are added after the words “professional engineer”.
3.2 Engineer’s Duties and Authority
The Engineer shall obtain the consent in writing of the Employer before taking action under the following Sub-Clauses of these Conditions:
(a) Consenting to the subcontracting of any part of the Works under Sub-Clause 5.1 [Subcontractors]
(b) Any action under Sub-Clauses 8.9 [Employer’s Suspension] and 8.12 [Prolonged Suspension]
(c) Issuance of “Taking Over Certificate” under Sub-Clause 10.1 [Taking Over the Works and Sections].
(d) Issuing the “Performance Certificate” under Sub-Clause 11.9 [Performance Certificate].
(e) Sub-Clause 13.1 [Right to Vary]: instructing a Variation, except;
(i) in an emergency situation as determined by the Engineer, or
(ii) if such a Variation would increase the Accepted Contract Amount by less than the percentage specified in the Contract Data.
(f) Sub-Clause 13.3 [Variation Procedure]: approving a proposal for Variation submitted by the Contractor in accordance with Sub-Clause 13.3.2 [Variation by Request for Proposal] or 13.2 [Value Engineering].
(g) Certifying release of second half of the Retention Money under Sub-Clause 14.9 [Release of Retention Money].
(h) Issuing Final Payment Certificate under Sub-Clause 14.13 [Issue of FPC].
(i)
Engineer’s Duties and Authority: Variations resulting in an increase of the Accepted Contract Amount in excess of 1% shall require approval of the Procuring agency / Employer.
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.: P71309
To: Pakistan Airports Authority (Planning & Development Directorate), Director Planning & Development P&D Directorate, HQPAA, Terminal-1 Jinnah International Airport, Karachi
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 Pakistan Airports Authority (Planning & Development Directorate), Director Planning & Development P&D Directorate, HQPAA, Terminal-1 Jinnah International Airport, Karachi (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 New Air Traffic Control Tower (ATCT), Fire Station and Allied Facilities at Skardu International Airport, Skardu (P71309) 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 New Air Traffic Control Tower (ATCT), Fire Station and Allied Facilities at Skardu International Airport, Skardu
______________________________________________________________________________
This Agreement made the ______day of ______ [month], _____ [year], between
Name and contact details of the Employer Pakistan Airports Authority (Planning & Development Directorate), Director Planning & Development
P&D Directorate, HQPAA, Terminal-1 Jinnah International Airport, Karachi
+92-992-42773
director.pdev@paa.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 Pakistan Airports Authority (Planning & Development Directorate), Director Planning & Development P&D Directorate, HQPAA, Terminal-1 Jinnah International Airport, Karachi (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 New Air Traffic Control Tower (ATCT), Fire Station and Allied Facilities at Skardu International Airport, Skardu (P71309)
______________________________________________ (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
Schedule of Adjustment Data
The Annexures attached hereto, including, but not limited to, the Instructions to Bidders (ITB), Bid Data Sheet (BDS), Particular Conditions of Contract (Part A – Contract Data and Part B – Special Provisions), and any other documents expressly identified as forming part of the Bidding Documents, shall constitute an integral, essential, and binding part of the Bidding Documents.
Notwithstanding anything to the contrary contained in, or generated through, the EPADS V2.0 system, the ITB and BDS, and Conditions of Contract generated by EPADS V2.0 shall, to the extent of any technical inconsistency, discrepancy, or conflict, be deemed non-binding and shall have no legal or contractual effect. In the event of any ambiguity, discrepancy, inconsistency, or conflict between the system-generated documents and the aforesaid attached Annexures, the attached Annexures, including, but not limited to, the ITB, BDS, Particular Conditions of Contract (Part A – Contract Data and Part B – Special Provisions), and other documents forming part of the Bidding Documents, shall prevail and shall be final and binding upon both the Procuring Agency and the Bidder.
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 Annexures attached hereto, including, but not limited to, the Instructions to Bidders (ITB), Bid Data Sheet (BDS), Particular Conditions of Contract (Part A – Contract Data and Part B – Special Provisions), and any other documents expressly identified as forming part of the Bidding Documents, shall constitute an integral, essential, and binding part of the Bidding Documents.
Notwithstanding anything to the contrary contained in, or generated through, the EPADS V2.0 system, the ITB and BDS, and Conditions of Contract generated by EPADS V2.0 shall, to the extent of any technical inconsistency, discrepancy, or conflict, be deemed non-binding and shall have no legal or contractual effect. In the event of any ambiguity, discrepancy, inconsistency, or conflict between the system-generated documents and the aforesaid attached Annexures, the attached Annexures, including, but not limited to, the ITB, BDS, Particular Conditions of Contract (Part A – Contract Data and Part B – Special Provisions), and other documents forming part of the Bidding Documents, shall prevail and shall be final and binding upon both the Procuring Agency and the Bidder.
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 technical forms attached as annexure shall be duly completed/filled, signed and stamped, together with all supporting documents required therein and the bidder shall 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 technical schedules attached as annexure shall be duly completed/filled, signed and stamped, together with all supporting documents required therein and the bidder shall 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 financial forms and Bill of Quantities attached as annexure shall be duly completed/filled, signed and stamped, and the bidder shall 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 Annexures attached hereto, including, but not limited to, the Instructions to Bidders (ITB), Bid Data Sheet (BDS), Particular Conditions of Contract (Part A – Contract Data and Part B – Special Provisions), and any other documents expressly identified as forming part of the Bidding Documents, shall constitute an integral, essential, and binding part of the Bidding Documents.
Notwithstanding anything to the contrary contained in, or generated through, the EPADS V2.0 system, the ITB and BDS, and Conditions of Contract generated by EPADS V2.0 shall, to the extent of any technical inconsistency, discrepancy, or conflict, be deemed non-binding and shall have no legal or contractual effect. In the event of any ambiguity, discrepancy, inconsistency, or conflict between the system-generated documents and the aforesaid attached Annexures, the attached Annexures, including, but not limited to, the ITB, BDS, Particular Conditions of Contract (Part A – Contract Data and Part B – Special Provisions), and other documents forming part of the Bidding Documents, shall prevail and shall be final and binding upon both the Procuring Agency and the Bidder.
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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Drawings attached hereto as an 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 Annexures attached hereto, including, but not limited to, the Instructions to Bidders (ITB), Bid Data Sheet (BDS), Particular Conditions of Contract (Part A – Contract Data and Part B – Special Provisions), and any other documents expressly identified as forming part of the Bidding Documents, shall constitute an integral, essential, and binding part of the Bidding Documents.
Notwithstanding anything to the contrary contained in, or generated through, the EPADS V2.0 system, the ITB and BDS, and Conditions of Contract generated by EPADS V2.0 shall, to the extent of any technical inconsistency, discrepancy, or conflict, be deemed non-binding and shall have no legal or contractual effect. In the event of any ambiguity, discrepancy, inconsistency, or conflict between the system-generated documents and the aforesaid attached Annexures, the attached Annexures, including, but not limited to, the ITB, BDS, Particular Conditions of Contract (Part A – Contract Data and Part B – Special Provisions), and other documents forming part of the Bidding Documents, shall prevail and shall be final and binding upon both the Procuring Agency and the Bidder.
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.