Tender For Construction Of Reinforced Cement Concrete Framed Structure For Residential Buildings Having Stilt+20 Floors At Plot No. 5, Stilt+20 Floors At Plot No. 16 And Stilt+21 Floors At Plot No. 17, Including Civil, Ph, Electrical & Fire Fighting
Tender Value
223.39 Crore
Estimated cost
Bid Submission
19 Aug 2026
29 days left
EMD
2.33 Crore
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mumbai Suburban → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Framed Structure For Residential Buildings Having Stilt+20 Floors At Plot No. 5, Stilt+20 Floors At Plot No. 16 And Stilt+21 Floors At Plot No. 17, Including Civil, Ph, Electrical & Fire Fighting Works For Tata Memorial Centre (Tmc) Staff Quarters At Navghar At Mulund, Mumbai.
BOQ
| Sl. No. | Item Description |
| 1 | Name of Work :- Construction of RCC framed structure for Residential buildings having Stilt+20 floors at Plot No. 5, Stilt+20 floors at Plot No. 16 and Stilt+21 floors at Plot No. 17, including Civil, PH, Electrical & Fire Fighting works for Tata Memorial Centre (TMC) staff quarters at Navghar at Mulund, Mumbai. NIT No. :- DCSEM/CQD/QSA/TMC-Plot-5,16&17/26-27/NIT/ 05 dt.14.07.2026 IMPORTANT GENERAL NOTES Sr. No. Details / Description of Notes |
| 2 | The site is situated at Navghar at Mulund, Mumbai. |
| 3 | The tenderers are advised to visit the site of work & its surroundings, with prior permission of Engineer-in-charge/authorised representative, to acquaint themselves about the location of work, accessibility to the site, level of sub-soil water, drainage facility for dewatering and any other matter relating to availability and carriage of construction materials, nature of work etc., and satisfy themself and then quote the rates accordingly. A Tenderer shall be deemed to have full knowledge of the site whether he inspects it or not and NO extra charges consequent on any misunderstanding or otherwise shall be allowed. |
| 4 | Tenderers shall visit the site of work, at their own cost. The request email for site visit shall be sent well in advance (preferably three working days before) for preparation of visitor pass, fixing suitable & mutually agreed date & time for site visit. The email ID for site visit is mentioned in tender documents. |
| 5 | Contractor is fully responsible for making payment of Minimum wages & Bonus to labourers, EPF & ESI to statutory Authorities timely and submission of challans and documentary proof to EIC for release of payment of Running Account / Final Bill. Otherwise, bill will not be forwarded by EIC to Accounts for payment. EIC should ensure that all necessary documents are submitted by Agency for release of payment. No Running Account / Final Bill shall be paid for the work till the applicable labour license, registration and challans with EPFO, ESIC and BOCW (Building and Other Construction Workers) Welfare Board, whatever applicable, are submitted by the Contractor to the Engineer-in-Charge.) |
| 6 | Contractor shall take a Contractor’s All Risk (CAR) Insurance Policy in respect of entire scope of work and a Janata insurance policy to cover the compensation claims arising out of Workmen's Compensation Act-1923. The Insurance policy shall be taken for entire period of contract and copy of the same shall be submitted to the Engineer-in-Charge before commencement of the work. The insurance policy shall be taken before commencement of the work and shall be renewed during the construction period till actual completion of work. The charges for issue & renewal of insurance policy shall be borne by Contractor. In event of failure of the Contractor to obtain Insurance Policy, Running Account Payments of the Contractor shall not be released till such time the same is obtained by the Contractor & submitted to the Engineer-in-Charge. In case, Insurance Policy has validity period not matching with contract period (either due to policy start date later than actual date of start of work or policy end date earlier than actual date of completion), then penalty for gap in period shall be levied at one and half times the rate of Insurance Policy premium including GST, to be computed on per day basis. All the workers engaged on the work shall required to be insured as per Government norms at the cost of contractor. |
| 7 | The Contractor shall submit with every Running Account / Final Bill, a certificate of employment/deployment of the Technical representative(s) as per Clause 36 (i) in Schedule 'F' of \\" Salient Governing Features of the Tender\\", after certifying by Engineer-in-Charge. In the event of not fulfilling the above provisions of Clause 36(i), recovery shall be made from the contractor as per Schedule 'F'. |
| 8 | Arrangement of Electricity : as per Schedule -BThe contractor shall arrange electricity, lighting etc. required for the construction work at his own cost. Necessary permission from Statutory Authority, if required, shall be obtained by the Contractor. |
| 9 | Arrangement of Water : as per Schedule -BThe contractor shall arrange water required for the work at his own cost. Necessary permission from Statutory Authority, if required, shall be obtained by the Contractor. |
| 10 | Obtaining permission as per Ground Water Regulation for dewatering, from Central Ground Water Authority (CGWA) / respective statutory authority: The Contractor shall obtain necessary permission from relevant statutory authority related to Ground Water Regulation for dewatering, maintaining & submitting respective data. The applicable necessary statutory charges, penalties (due to environmental compensation arising from unauthorized pumping, non-compliance etc.) shall be borne by Contractor, without any extra cost to department. |
| 11 | The drawings issued for Tender purpose are preliminary and indicative only. The Working drawings as applicable shall be issued in phased manner at the time of execution. Nothing extra shall be entertained towards revision in drawings. Drawing shall not be taken outside campus/site/premises without Gate Pass issued by EIC. |
| 12 | All the items of sub-structure include the cost of dewatering and shoring, wherever necessary, during the progress of work, till its completion without any extra cost to the Department. |
| 13 | Regarding Classification of Earthwork, Rock with average Uniaxial Compressive Strength (UCS) > 10 N/mm2 Or Rock Quality Designation (RQD) > 25% Or Core Recovery Ratio (CRR) > 0.5, shall be considered as Hard Rock. Minimum One sample for every 50 cum or part thereof for hard rock quantity shall be tested (One sample consist of minimum 3 specimens). Further, the contractor shall carry out above test at his own cost and as directed by Engineer-in-Charge. |
| 14 | The Schedule of Quantities include contingent works for other services (PHE, Electrical, Mechanical etc.) which shall be paid under relevant Civil items. Accordingly, the Contractor shall carry out all related works such as making cut outs, nitches, pipe sleeves, foundation pockets for embedded plate, bolts, parts etc. in concrete/ brick works as and when required by Engineer-in-charge without any extra cost to the Department. |
| 15 | PPC/ Blended cement of recommended brand shall only be used for all masonry and finishing works unless noted otherwise. Only Fully treated dry, well graded sand conforming to IS 383 shall be used. |
| 16 | Only Ready Mix Mortar of approved make shall be used. The ready mix mortar shall be manufactured by preferred manufacturers, using cement-sand in required proportion. |
| 17 | The size and thickness of natural stones/ tiles mentioned for flooring dado, skirting etc. are approximate and subject to the availability in market during execution. If the required size and thickness is not available, the next higher size and thickness of tiles/ stones shall be used without any extra cost to the Department. The contractor may quote the rates accordingly. |
| 18 | Quoted rate shall hold good for plain/ curved/ any other geometric shapes & sizes of all structural/ RCC members including formworks, masonry, flooring, doors & windows, plastering, painting etc. at all leads, levels, lifts and floors including scaffolding, bracing, multilevel staging etc., unless noted otherwise. Nothing extra shall be entertained towards wastages of materials, additional labours/ tools & plants etc. to achieve the required shapes & sizes etc. |
| 19 | The Contractor shall follow the DAE safety rules strictly. All safety & security regulations shall be followed strictly as per specifications & conditions of contract. |
| 20 | The following Security regulations shall be followed strictly while movement of labourers/ workers/ contractor's personnel including transportation of the materials etc. i) The Workers, Engineers and Supervisors will be provided vigil passes (for entry into Premises) on submission of application forms in prescribed formats supported by documentary proof like Aadhar card, Voter ID card and Ration Card / Driving Licence / PAN card etc. Police Verification Certificate (PVC) is mandatory for Engineers and Supervisors (wherever desired by department). You are requested to obtain immediately Police Verification Certificate (PVC) of your regular staff deployed at site(s) in respect of works and submit the same along with necessary application to allow them to enter in premises to carry out the assigned work. ii) The Contractor shall obtain special permission for working on extended hours of working days including Saturday, Sunday and holidays etc. iii) Workers shall be escorted from the main gate of campus/premises upto the site by designated supervisors of the contractor and they are not allowed to roam around inside the premises. iv) Transport vehicles of the contractor are allowed to enter the premises for transportation of construction materials. Drivers must have valid driving license of Heavy Vehicle. v) The following Security regulations shall also be followed strictly while movement of labourers/ workers/ contractor's personnel etc. (a) The Contractor shall issue I-Cards to his workers deployed on regular basis. (b) The Supervisor of the contractor having photo pass can bring daily wage workers/ casual workers inside campus for work. He should prepare list of such workers in duplicate. The original copy shall be handed over to the representative of the Engineer-In-Charge at the gate and endorsement obtained on duplicate copy on daily basis. (c) The Contractor's personnel including daily wage workers shall be in uniform with proper identification for ease in identification of such persons at unauthorised places. (d) The daily wage workers/ casual workers employed by the contractor must wear florescence vis-a-vis wear without fail during their presence inside Campus/premises. The contractor shall provide a sleeveless Jacket to the workers in pattern, colour showing name of contractor with address and telephone number as approved by the Engineer-in-charge. All the workers must wear the same while on duty. (e) The Contractor's personnel shall follow all safety rules & security procedure that are in vogue and applicable during execution of work. Contractor shall verify the character and antecedents of the labourers employed, through local address proof issued by competent authorities such as Aadhar card, Voter ID card and ration card / driving license /electricity bills /telephone bill /gas connection document etc. The nationality of contract labourers also needs due verification. |
| 21 | Vehicular movement shall abide by the regulations imposed by the concerned authorities. The contractor shall abide by the security rules & regulations of the Department. The approach roads should be kept clean & free from obstruction for smooth functioning of existing traffic and damages caused, if any, to be made good without any extra cost to the department. Contractor may make provision for entry of vehicles by providing alternate road/ route for entry & exit during the construction work, if required, at his own cost without extra cost to the department. |
| 22 | While transporting materials from site and disposal of surplus materials, the spilled over materials/ earth/ debris etc. on the road should be got cleaned by the contractor after the day's work is over. |
| 23 | Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from Statutory authority, if any, shall be borne by the contractor. |
| 24 | Regarding disposal of Construction waste from site of work, the agency has to abide by the guidelines of Construction and Demolition (C&D) waste management plan as approved by BMC/Local Municipal Authority and any other regulations issued by Statutory authorities in the matter from time to time and Department is not responsible in any way in this regard. i) Contractor shall strictly follow the Statutory rules and regulations of the Construction and Demolition Debris Management Plan for project site. ii) Surplus Excavated materials and construction debris shall be disposed from construction site at approved disposal ground of BMC/Local Municipal Authority including cost of necessary Statutory charges, as applicable. iii) Contractor shall submit acknowledgement of challan for each trip for unloading of Construction and Demolition waste material as per the standard format. iv) Contractor shall be responsible and liable for penalty, if any, as prescribed by the Local Authority in case of non-fulfilment of the procedure laid down in the Construction and Demolition Debris Management Plan. v) Contractor shall submit irrevocable Bank Guarantee for the amount as insisted by BMC/Local Municipal Authority for the purpose of ensuing compliance of the Waste Management Plan/Debris Management Plan approved by the Local Municipal Corporation from time to time, till the grant /issuance of the Occupation Certificate and charges for same will be borne by Contractor. NOC from C&D Waste Management Department of BMC/Local Municipal Authority shall be submitted by the agency. |
| 25 | Agency should pay necessary charges to BMC/Local Municipal Authority to get done periodical pest control / anti-larva treatment / Insecticide treatment at Construction site. After the completion of work, necessary NOC shall be obtained from BMC /Local Municipal Authority and shall be submitted to Department. The charges for same will be borne by Contractor. |
| 26 | The Agency shall take care of existing services and other department properties while carrying out job. All dismantling, demolishing and excavation work shall be done with most careful manner and with prior written approval of the Engineer-in-charge, without damaging the existing structures, services, finishes, etc. Agency shall take all precautions to cover all furniture, fixtures, glass and window panes to prevent damage. Damage, if any shall be repaired/replaced by agency at his own cost. |
| 27 | Protection of work: The Contractor shall be responsible for the protection of the work during progress. He shall also provide and maintain any other temporary substitute and material for this purpose. He shall take all the necessary precautions to prevent damage to all the works till its handing over. |
| 28 | Wherever old material/works are replaced with new one, quoted rate includes removing/dismantling the existing one and depositing the serviceable material at departmental store and disposing off debris outside the campus/ premises/ colony. |
| 29 | Since the work has to be carried out inside/ near occupied residential/office building, the work shall be executed with least disturbance to occupants of buildings. |
| 30 | Approved Samples of Materials: The Contractor shall submit samples of all materials to be incorporated in the work, without any extra cost to Department, at least 30 days before he places bulk order for the materials and shall obtain approval of samples in writing from the Engineer-In-charge. |
| 31 | Shop drawings for Aluminium work, Structural steel, Stainless steel, Structural glazing, ACP cladding, etc. shall be submitted by Contractor for the approval of Engineer-in-Charge, at least 30 days in advance prior to taking of work. |
| 32 | No labour shall be permitted to stay inside campus/premises/site. |
| 33 | Suitable area near site of work shall be allocated to the contractor for storing construction materials, for site office etc. Optimum care shall be taken by the contractor to avoid disturbing the traffic and road around the building etc. The contractor shall have to maintain proper co-ordination with the fellow agencies working simultaneously in the vicinity of subject work in order to avoid delays in any of the works going on in and around the premises. |
| 34 | Piling Work Agency: The financial and technical suitability of the proposed piling work agency will be assessed / verified by the department through inspection of the similar works carried out by proposed agency and verification of their credentials by technical evaluation committee of experts to be constituted by the department for this purpose. If the proposed agency is found suitable, necessary approval from the department shall be communicated for execution of piling work. No other agency shall be accepted after Pre Bid clarification. |
| 35 | Guidelines for Air Pollution mitigation(i) The charges for the Air Pollution mitigation measures shall be borne by the contractor without any extra cost to the department.(ii) Contractor shall follow the directions for Dust and Pollution Control measures in construction as notified by MoEF&CC / MoHUA / CPWD / BMC or any other statutory authority.(iii) All precautionary measures for control of Air Pollution due to Building Construction Activity shall be taken as per Local Statutory/ Municipal Authority Air Pollution Mitigation Plan. (iv) Mandatory Form for Building Construction activity to control Air Pollution along with supporting documents and site photographs shall be submitted to concerened authority or uploaded on online portal.(v) Projects attracting Environmental Clearance shall carry out Third Party Ambient Air Monitoring every fortnightly from NABL / MoEF&CC laboratory. (vi) Construction projects shall mandatorily install sensor-based air quality monitor for measuring PM concentration (PM2.5 and PM10), relative humidity, temperature and display real time AQI data through LED display board (width 1220mm x height 915mm, screen resolution 320 x 192 pixel) at the construction site. Further, installation must be completed within 15 days of issue of Work order or commencement of work. The Contractor shall submit a certificate for completion of installation of air quality monitor and LED display board, after certifying by Engineer-In-charge, along with 1st RA bill for releasing the payment.(vii) The air quality data must be accessible at the site and made available for inspection by Local Municipal Authority/ Competent Authority.(viii) Construction layouts having area more than 01 (one) acre or Height more than 70m, shall have continuous dust or wind breaking tin / metal sheet erected of minimum height 35 feet around periphery of the construction project site and for construction site, less than 01 (one) acre, the tin / metal sheet height shall be 25 feet minimum.(ix) Tarpaulin / Green cloth / Jute sheet to be mandatorily used to cover the floor where any construction activity is in progress and two floors below it and also on scaffolding covering an entire area under demolition structure. Further, regular cleaning of Tarpaulin / Jute sheet to be undertaken. (x) Water sprinkling shall be continuously carried out so that the debris shall remain in wet condition.(xi) Contractor shall install CCTV cameras along the periphery of their construction work site to ensure that vehicles are plying after cleaning tyres and are not overloaded. Vehicle tyre washing facility shall be provided at all exit points of construction sites.(xii) All vehicles carrying construction materials/waste/debris shall have valid PUC certificates and the same shall be produced as when asked for by competent authorities.(xiii) Construction workers should mandatorily use PPE (Personal Protective Equipment) i.e. Mask, Goggles etc. |
| 36 | The quoted rate shall be inclusive of providing and erecting temporary barricading of height as per above 'Guidelines for Air Pollution mitigation' (but minimum 10 feet height) using structural steel (MS Pipes or angle iron frame work etc.), covered with tin / GI sheets of approved colour & shade, Struts, MS Clamps, Bracing etc. and shall have wicket gate & material gate and including writing and painting of direction & instructions, providing glow lamps, reflective signs, marking, flags, caution tape etc. Prior written approval of Engineer-in-Charge of the sketch/ drawing showing details of barricading shall be obtained by the contractor. The barricading shall be provided and retained in position at site continuously during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour, materials, equipments and works required to execute the job such as earth work, concrete, welding etc. After completion of work, Contractor shall remove and take away the barricading at his own cost with the prior approval of Engineer-In-Charge. The entire work shall be executed as per direction of Engineer-In-Charge. No work shall be allowed unless the barricading is completed to the satisfaction of the Engineer-in-Charge. The Contractor shall submit a certificate for completion of barricading along with 1st RA bill after certifying by Engineer-in-Charge for releasing the payment. |
| 37 | The contractor shall display proper information/cautionary signage boards at site for the safety of the workers and public in general in the surrounding areas. |
| 38 | Contractor has to provide sign board at site with detailed name of project, name of client, name with contact number of contractor and minimum wages category wise at entrance of project/site without any extra cost to the department. |
| 39 | Guidelines for Scaffolding works - Quoted rates shall include all scaffolding works without any extra cost to the department.(i) Design of scaffolding for carrying out work shall be as per relevant IS Codes & specification. The contractor has to observe all safety procedure while working on heights as per IS: 3696 (Part-I) (Safety Code for Scaffolds). (ii) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification. Further, Overhead protection should be provided on the scaffolds to protect workers on lower platform against falling objects from higher level.(iii) Necessary ladder shall be provided at required locations to enable Departmental Staff for supervision of works.(iv) Labours working on the scaffolding should be with safety belts, helmets, goggles and other safety gears.(v) Horizontal Safety Net : Nylon net with a mesh size of 25mm shall be provided at 4.0 meter height from the ground level around the buildings upto a distance of minimum 3.0 meter from the edge of the building on all sides to catch any falling objects.(vi) Vertical Safety Net: Green cloth net shall be provided to the full height of scaffolding / building and securely tied to protect falling material coming out during the progress of work. |
| 40 | Maintaining L1 position During execution of the contract, if tender structure changes due to variation in quantities (i.e Work order quantities, Substituted items quantities including quantities within deviation limit specified in Clause 12 of Schedule ‘F’ in “Salient Governing Features of the Tender”), Contractor has to give suitable discount to remain in L1 position. |
| 41 | The quoted rates shall be inclusive of wastage of labour & material, installation, testing, commissioning, transportation, loading, unloading, lifting etc. and also includes provision of all necessary manpower, tools, machinery, equipment, hoists etc. for carrying out the work in effective manner as per specifications and as directed by Engineer-In-Charge. |
| 42 | The quoted rates shall be inclusive of all Taxes, GST, Cess, Levy, duty etc. |
| 43 | Refer Prebid clarifications, minutes of meeting & corrigendum for revisions, if any, for updates. Name of Work :- Construction of RCC framed structure for Residential buildings having Stilt+20 floors at Plot No. 5, Stilt+20 floors at Plot No. 16 and Stilt+21 floors at Plot No. 17, including Civil, PH, Electrical & Fire Fighting works for Tata Memorial Centre (TMC) staff quarters at Navghar at Mulund, Mumbai. NIT No. :- DCSEM/CQD/QSA/TMC-Plot-5,16&17/26-27/NIT/05 dt.14.07.2026 GENERAL NOTES : PUBLIC HEALTH ENGINEERING WORKS Sr. No. Details / Description of Notes 1) Tenderers are advised to visit the site of work, acquaint themselves about the levels of sub soil water, drainage facility for dewatering, accessibility to site etc. and quote the rates accordingly. 2) All PH materials, water supply, sewer, sanitary wares & CP brass fittings & fixtures, etc., shall be of first quality with ISI mark (unless otherwise specified) and shall be of the make as per the latest approved list of manufacturers of DCSEM as well as shall be of make as per the latest approved list of materials of local Statutory body if required. They shall be got approved by the Engineer- in- charge before incorporating in the work. 3) All sanitaryware shall be provided from same brand. 4) All CP fittings / Fixtures shall be provided from same brand. 5) All the items of work which are to be carried out below the ground level involving earthwork excavation, the contractor shall bear the cost of Shoring / dewatering during the progress and till the completion of work. 6) The rate for the items such as sanitary wares, CP brass fittings, GI / CI / PE / PPR / CPVC / uPVC / SWR pipes which are to be fixed on the walls / dado, floors etc. includes the cost of fixing materials and matching colour cement required for reinstating the surface to the entire satisfaction of the EIC. 7) All the items include testing after completion of the Work. 8) In case of any item, in spite of its non - availability in the tender is required to be operated under a particular part of schedule of quantities, the same shall be paid under the similar / relevant item of any other part. 9) Concealed / underground GI pipe line is to be wrapped with Pypekote corrosion protection tape. 10) The excavated / transported materials shall be stacked at convenient places before spreading, filling & compacting at required locations. 11) Specification for Bricks shall be read as class designation 35. 12) Support pedestals at terrace will be paid under relevant civil item. 13) All thermoplastic piping at terrace after completion, testing and commissioning of work shall be painted with water-based distemper to avoid direct exposure to sunlight. No extra charges will be paid for the same. Name of Work :- Construction of RCC framed structure for Residential buildings having Stilt+20 floors at Plot No. 5, Stilt+20 floors at Plot No. 16 and Stilt+21 floors at Plot No. 17, including Civil, PH, Electrical & Fire Fighting works for Tata Memorial Centre (TMC) staff quarters at Navghar at Mulund, Mumbai. NIT No. :- DCSEM/CQD/QSA/TMC-Plot-5,16&17/26-27/NIT/05 dt.14.07.2026 GENERAL NOTES : ELECTRICAL WORKS Sr. No. Details / Description of Notes 1) General Notes for Temporary Material / Workmen Hoist:1. Contractor shall arrange all temporary material hoists / workmen hoists required for execution of the work during the entire construction period at no extra cost to the department.2. The scope shall include design, supply, erection, testing, commissioning, operation, maintenance and dismantling of temporary hoists complete in all respects as per site requirement and instructions of Engineer-in-Charge.3. Hoists shall be of adequate capacity and suitable for transportation of construction materials, labour, tools, equipment and related items for building height as applicable at site.4. The contractor shall provide all accessories including mast sections, supports, tie arrangements, guide rails, safety arrangements, limit switches, interlocks, braking system, power/control cabling, earthing and all associated components required for safe operation.5. All civil supports, anchoring arrangements, structural strengthening (if required), statutory approvals, inspections, operator deployment, maintenance, greasing, safety checks and consumables shall be in the contractor’s scope.6. Arrangement of electrical power supply from temporary construction DB to hoist panel including cabling, protection and earthing shall be carried out by the contractor.7. The hoists shall comply with all applicable safety standards, labour safety regulations and statutory requirements and shall be operated only after approval of Engineer-in-Charge / Safety Officer.8. The rates quoted in the BOQ shall be deemed to include all costs towards installation, operation, maintenance, shifting (if required), dismantling, transportation, manpower, T&P, scaffolding, taxes, duties and all incidental works required for satisfactory completion of work. 2) General Notes for Fire Lift:i) Walls enclosing lift shafts shall have two hours fire resistance.ii) The shafts shall have permanent vent equal 0.2 sq.mtr. clear area under the Lift Machine room.iii) Landing doors and lift car doors shall be of steel shuttered type with one hour fire resistance. No collapsible shutters shall be provided.iv) To enable fire services personnel to reach the upper floor with the minimum delay, one fire lift shall be provided and shall be available for the exclusive use of the firemen in an emergency and the directly accessible to every dwelling of each floor.v) The lift shall have a floor area of not less than 1.4 sq. mtrs. with a minimum dimension of 1.12 mtrs. It shall have loading capacity of not less than 545 k.g. (8 persons lift) with automatic closing doors.vi) There shall be an alternate electric supply of an adequate capacity apart from the normal electric supply the building and the cables run in a route safe from fire, i.e. within the lift shaft. In case of failure normal electric supply, it shall automatically trip over to alternate supply.vii) The operation of fire lift should be by a simple toggle or two button switch situated in glass-fronted box adjacent to the lift at the entrance level. When the switch is on, landing call points will become inoperative and the lift will be on car control only or on priority control device. When the switch is off, the lift will return to normal working. This lift can be used by the occupants in normal times.viii) The words ‘Fire lift’ shall be conspicuously displayed in florescent paint on the lift landing door at each floor level & Threshold of non combustible material shall be provided at the entrance of each landing door. 3) General Notes for Fire Evacuation Lift :a. Capacity of Fireman Evacuation Lift shall be of 1000 kgs. /15 persons and it shall be terminated on ground floor where facility of assembly or evacuation is available in case of emergency.b. Fire Evacuation Lift shall be housed in a separate core having smoke check lobby with opening on each floor and shall be connected with one of the staircases and required access to the staircase on each landing through fire resistance of two hours rating. Alternatively, firemen evacuation lift shall be provided on every mid-landing of one of the enclosed staircases and the staircase shall be protected with smoke check lobby by means of fire resistance door/ fire curtain or fire resistance glass having two hours rating.c. All the requirements pertaining to civil and electrical aspects mentioned in NBC for Fire Lift shall be applicable for Fireman Evacuation Lift.d. Fire Evacuation Lift car doors and landing doors shall have two hours fire resistance and shall have provision of glass vision for both doors of minimum 1 ft. X 2 ft. And the glass shall also have two hours fire resistance.e. Fire Evacuation Lift shall have emergency operation switch which will be only operated by fire brigade personnel. On actuation of the switch the Fire Evacuation Lift will operate from inside and the lift car door shall not open automatically but shall have control from inside to open it. The emergency operation switch shall also be provided in the ground floor lobby. f. The backup electric supply shall be through UPS for at least 30 min and it shall be supported online by another regular and alternate emergency supply.g. Two-way communication systems shall be provided in Fireman Evacuation Lift car as well as at every landing level including lobby at ground floor.h. All the electrical cable shall be fire retardant with low smoke hazard complying relevant BIS standards.i. Fire Evacuation Lift car shall be of made of non-combustible material including interior having minimum two hours resistance.j. Lift maintenance shall be carried out only by Lift Manufacturing or Installation Company.k. Fire Evacuation Lift and the staircase attached to it shall be clearly marked mentioning FIRE ESCAPE LIFT/STAIRCASE at each landing door at each floor level.l. The smoke check lobby with evacuation lift shall have positive level difference of minimum 75 mm with respect to staircase landing or mid landing level to avoid ingress of water in fireman lift shaft. Shafts shall have permanent vent of not less than 0.2 sq. mtrs in clear area immediately under the machine room.m. An automatic rescue device for each lift shall be provided & certificate for the same shall be produced before full occupation of the building. 4) General Notes for AQI System:1. Contractor shall provide and install complete AQI Monitoring & Display System as per latest applicable BMC guidelines and instructions of Engineer-in-Charge.2. Entire system including CAAQMS unit, AQI display, MS support pole, IP65 enclosure, civil foundation, mounting arrangements, power supply, communication system, cabling, earthing and all accessories shall be in contractor’s scope.3. Scope shall include design, fabrication, erection, installation, testing, commissioning, calibration, integration, operation, maintenance and handing over of the complete system in all respects.4. Contractor shall arrange all required civil, structural, mechanical and electrical works including excavation, RCC foundation, grouting, supports, clamps, brackets, painting, cable routing, termination and fixing hardware complete.5. Contractor shall arrange all ladders, scaffolding, lifting arrangements, tools & tackles, safety measures, access equipment, manpower and consumables required for execution of work at site.6. Contractor shall submit all required OEM datasheets, calibration certificates, commissioning reports, dashboard credentials and related documents as required by Engineer-in-Charge.7. The quoted rates shall include all materials, labour, transportation, installation, testing, commissioning, operation, maintenance, statutory approvals, taxes, duties and all incidental works complete. 5) General Notes for IOT Based Devices for Electrical Installation of the Building:a) IOT based micro controller devices shall be provided in the electrical installations of the building as per the requirement stipulated in Circular No. शासन परिपत्रक क्र. मुविवन -2021/प्र.क्र.114/ऊर्ाा -5.b) The IOT based Micro Controller Devices shall be tested and verified by NABL accredited testing agency/laboratory in accordance with the recognized IS:732-2019 code for practice for Electrical wiring installation.c) The complete installation of IOT based Micro controller Devices shall be checked and certified by the Chief Electrical Inspector, Govt. of Maharashtra and certificate to that effect shall be issued at the time of compliance.d) The data and the alert generated by IOT based Micro controller Devices shall be monitored by building management system and necessary corrective measures shall be taken by the Owner, Occupier immediately.e) The data generated by IOT based Micro controller Devices shall be made available to fire brigade department as and when required to investigate the cause of fire.Orf) Smart Meter with provision of the parameters included in the I.O.T. devises is provided by electricity power supplier with specified certification. 6) General Notes for Miscllaneous Works:An alternate source of L. V./H. V. supply from a separate sub-station or D.G. Set with appropriate change over switch shall be provided for fire pump, fire lift, staircase, corridor lighting circuits, sprinkler pump, jockey pump and fire alarm system, detector systems, etc. It shall be housed in aseparate cabin.Self glowing/fluorescent exit signs in green color shall be provided showing the means of escape for entire building.Portable lights / instant lights shall be provided at strategic locations in the staircase and lift lobby.The staircase and corridor lighting shall be on separate circuits and shall be independently connected so that they could be operated by one switch installation on the ground floor easily accessible to fire fighting staff at any time irrespective of the position of the individual control of the light points, if any.Staircase and corridor lighting shall also be connected to alternate supply.Emergency lights shall be provided in the staircases/corridors.Electric cable shafts shall be exclusively used for electric cables and should not open in staircase enclosure.Inspection doors for shafts shall have two hours fire resistance.Electric shafts shall be sealed at each floor level with non combustible materials such as vermiculite concrete. No storage of any kind shall be done in electric shaft.Master switches controlling essential service circuits shall be clearly labeled and shall be placed at control room. / Guard Room 8) In case of any item, in spite of its non - availability in the tender is required to be operated under a particular part of schedule of quantities, the same shall be paid under the similar / relevant item of any other part. 9) Concealed / underground GI pipe line is to be wrapped with Pypekote corrosion protection tape. 10) The excavated / transported materials shall be stacked at convenient places before spreading, filling & compacting at required locations. 11) Specification for Bricks shall be read as class designation 35. 12) Support pedestals at terrace will be paid under relevant civil item. 13) All thermoplastic piping at terrace after completion, testing and commissioning of work shall be painted with water-based distemper to avoid direct exposure to sunlight. No extra charges will be paid for the same. |
| 44 | ABSTRACT OF COST |
| 45 | CIVIL WORKS |
| 46 | PUBLIC HEALTH ENGINEERING WORKS |
| 47 | ELECTRICAL WORKS |
| 48 | FIRE FIGHTING WORKS |
| 49 | ABSTRACT OF PART - I : CIVIL WORKS |
| 50 | PART IA : SUB-STRUCTURE |
| 51 | PART IB : SUPER-STRUCTURE (STRUCTURAL) |
| 52 | PART IC : FORM WORK |
| 53 | PART ID : STEEL REINFORCEMENT WORK |
| 54 | PART IE : MASONRY WORK |
| 55 | PART IF : FLOORING WORK |
| 56 | PART IG : DOORS AND WINDOWS |
| 57 | PART IH : FITTINGS AND FIXTURES |
| 58 | PART II : WATERPROOFING TREATMENT |
| 59 | PART IJ : PLASTERING WORK |
| 60 | PART IK : PAINTING WORK |
| 61 | PART IL : STONE WORK |
| 62 | PART IM : MISCELLANEOUS WORK |
| 63 | PART - I : CIVIL WORKS |
| 64 | PART - I - A : SUB-STRUCTURE |
| 65 | Earth work excavation over areas by mechanical means (Hydraulic excavator)/ manual means to required profile, level, grade, camber, including shoring wherever required dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling wherever required around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation with power road roller wherever required to obtain 90% proctor density etc. and stacking/ disposing the surplus excavated materials within a lead of 150 m and all inherent lifts etc. to the required location etc complete all as per specification, drawing and as directed by the Engineer-In-Charge. |
| 66 | In all soil other than soft and hard rock |
| 67 | In soft rock |
| 68 | In hard rock by chiselling or by using machine such as poclain with jack hammer etc. |
| 69 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, loose boulder for pipe line, chamber etc. in all soils other than soft & hard rock up to depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 70 | Depth not exceeding 1.5 m from ground level |
| 71 | Depth exceeding 1.5 m & up to 3.0 m from ground level |
| 72 | Depth exceeding 3.0 m & up to 4.5 m from ground level |
| 73 | Depth exceeding 4.5 m & up to 6.0 m from ground level |
| 74 | Depth exceeding 6.0 m & up to 7.5 m from ground level |
| 75 | Depth exceeding 7.5 m & up to 9.0 m from ground level |
| 76 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc. in soft rock upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150 m etc. complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 77 | Depth not exceeding 1.5 m from ground level |
| 78 | Depth exceeding 1.5 m & up to 3 m from ground level |
| 79 | Depth exceeding 3.0 m & up to 4.5 m from ground level |
| 80 | Depth exceeding 4.5 m & up to 6.0 m from ground level |
| 81 | Depth exceeding 6.0 m & up to 7.5 m from ground level |
| 82 | Depth exceeding 7.5 m & up to 9.0 m from ground level |
| 83 | Earth work excavation in foundation pits, plinth/ tie beams, tank, trenches, pipe line, chamber etc in hard rock by chiselling or by using machine such as Poclain with Jack hammer etc. upto depths mentioned below including shoring if necessary, dressing the sides, trimming, ramming, dewatering and preparing the bed for foundation and refilling around the foundation and in plinth with selected excavated earth, in layers not exceeding 200 mm thick, watering, consolidation to obtain 90% proctor density and disposing of the surplus earth within a distance of 150m etc. all complete as per specifications, drawings and as directed by the Engineer-in-charge. |
| 84 | Depth not exceeding 1.5 m from ground level |
| 85 | Depth exceeding 1.5 m & up to 3 m from ground level |
| 86 | Depth exceeding 3.0 m & up to 4.5 m from ground level |
| 87 | Depth exceeding 4.5 m & up to 6.0 m from ground level |
| 88 | Depth exceeding 6.0 m & up to 7.5 m from ground level |
| 89 | Depth exceeding 7.5 m & up to 9.0 m from ground level |
| 90 | Construction of cast-in-situ RCC bored piles using rotary drilling method as per IS 2911 (Part-I, section-2) latest revision using concrete of M-40 grade with minimum cement content of 400 kg/cum of concrete, including cost of all materials, labour, use of plant and machinery, casting of pile to plumb, rectifying defects if any, including empty boring if any, breaking pile heads to cut-off level, exposing pile reinforcement. for emledment in pile cap, dewatering, bore hole stabilization using temporary casing/ bentonite, disposal of the excavated muck/ bentonite slurry, broken pile heads to suitable dumping area as approved by statutory authority outside the campus including all lead by mechanical transport etc. (but excluding the cost of steel reinforcement which shall be paid under relevant item), all as per drawing and specification etc., complete & as directed by the Engineer-in-charge. |
| 91 | Notes for piling works : 1) The piling work shall be got executed through specialised agencies in that field duly approved by the Department. Agencies recommended by the Department are as follows:(i) M/s. Evershine Foundations. (ii) M/s. Meher Foundations & Civil Engrs. Pvt. Ltd.(iii) M/s. Paresh Construction & Foundation Pvt. Ltd.(iv) M/s. AFCONS Infrastructure Ltd.(v) M/s. Stefon Construction Pvt. Ltd.(vi) M/s. Pressure Piling Co.(I) Pvt. Ltd.(vii) M/s. Surbhi Enterprises(viii) M/s. ITD Cementation India Ltd.(ix) M/s. Simplex concrete Piles (India) Ltd. (x) M/s. AEC Engineers Pvt. Ltd.(xi) M/s. Kanska Cementation(xii) M/s. J. Kumar |
| 92 | OR1) If contractor proposes any other agency, the same shall be intimated only during pre-bid meeting. The financial and technical suitability of the agency will be assesed /verified by the department through inspection of the similar works carried out by proposed agency and verification of their credentials by technical evaluation committee of experts to be constituted by the department for this purpose. If the proposed agency is found suitable, necessary approval from the department shall be communicated for execution of piling work. No other agency shall be accepted after Pre Bid clarification.2) The tenderer shall mobilise the work by bringing plant and machinery, men and materials in order to complete the entire work including testing of pile, site clearance etc., complete in all respect within the specified time period.3) Permissible load carrying capacity of the pile shall be finalised by the Department on receipt of initial test result. Contractor shall take up the full scale piling work and carry out Routine load tests on piles as directed by Engineer in charge, cost of which shall be paid under relevant item. |
| 93 | OR1) If contractor proposes any other agency, the same shall be intimated only during pre-bid meeting. The financial and technical suitability of the agency will be assesed /verified by the department through inspection of the similar works carried out by proposed agency and verification of their credentials by technical evaluation committee of experts to be constituted by the department for this purpose. If the proposed agency is found suitable, necessary approval from the department shall be communicated for execution of piling work. No other agency shall be accepted after Pre Bid clarification.2) The tenderer shall mobilise the work by bringing plant and machinery, men and materials in order to complete the entire work including testing of pile, site clearance etc., complete in all respect within the specified time period.3) Permissible load carrying capacity of the pile shall be finalised by the Department on receipt of initial test result. Contractor shall take up the full scale piling work and carry out Routine load tests on piles as directed by Engineer in charge, cost of which shall be paid under relevant item. |
| 94 | ABSTRACT OF PART - II : PUBLIC HEALTH ENGINEERING WORKS |
| 95 | PART IIA : SANITARYWARES & C.P APPURTENANCES |
| 96 | PART IIB : WATER SUPPLY SYSTEM |
| 97 | PART IIC : DRAINAGE SYSTEM |
| 98 | PART IID : RAIN WATER HARVESTING SYSTEM |
| 99 | PART - II : PUBLIC HEALTH ENGINEERING WORKS |
| 100 | PART - II - A : SANITARYWARES & C.P APPURTENANCES |
| 101 | Providing and fixing in position following Vitreous China Wall Hung type Wash down pattern water Closet consisting following items of work:-i) Providing Vitreous China wall hung type wash down pattern Water Closet ( EWC ) conforming to IS 2556 (part XVI) with integral \\"P\\" trap outlet with water seal not less than 50 mm with vent and necessary C.I. brackets supports.ii) Providing thermosetting or thermoplastic Seat & cover conforming to IS 2548, fixing seat & cover for water closet as per manufacturer's specification including the cost of corrosion resistant hinges, bolts, nuts, non ferrous or S.S washer etc. all complete.iii) Fixing the Water closet in position, jointing the trap, water closet and CI/UPVC pipe by Epoxy grout or Rubber seal as per pipe manufacturer.iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps with white / matching colour cement etc. all complete.v) Testing the system to the full satisfaction of the Engineer-in-Charge. |
| 102 | Vitreous China European Water Closet of Starwhite/snow white/bright colour with P trap of \\"Hindware\\" Cat. No.92615 EVITA Model with slow falling seat cover or Cera cat. No. S1044167 CAMEL model with slow falling seat cover or Parryware Cat. No. C890V Blaze model with slow falling seat cover or similar equivalents make. |
| 103 | Kidz single piece with flushing cistern, product code C8941(S-200) 530x285x500 mm of M/s Parryware or \\"Cera\\" Cub Junior One Piece EWCs with PP seat cover S trap 150 mm wall distance Cat No. S1013221 Colours Snow White Product Details 500x275x580 mm or approved equivalent make. |
| 104 | Providing and fixing urinal of approved make consisting following items of work) Providing urinal of approved make, and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all completeii) Providing various CP fittings such as Waste Coupling , Bottle Trap including provision and fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834) Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. ( Bottle trap & waste coupling will be paid separately under the relevant item.)iii) Fixing the urinal in position, including providing M.S. Brackets & Screws for the urinal as per Manufactures specification or as directed by Engineer-in Charge.iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting all metallic parts with two coats of flat oil paint of approved make & shade over a coat of primer, finishing the gaps etc. all complete as directed by Engineer-in Charge.v) Testing the system to the full satisfaction of the Engineer in Charge. |
| 105 | Vitreous china urinal of Starwhite/snow white/bright colour as per Hindware Cat. No. 60010 \\"Dyna\\" model or Cera cat. No. S4020113 \\"Civic\\" model or Parryware Cat. No.C0580+C8123 \\"Whiz\\" model with connector etc.all complete or similar equivalents make. |
| 106 | Supplying 18 mm thick of specified colour, both sidepolished, rounded corner, edges moulded, plate of following size, fixing the partition inposition, embedding 75 mm deep into the wall withcement concrete of grade M-15, including cutting chasesof size 75 mm X 100 mm in the wall, finishing the jointswith white cement etc. all complete as directed. |
| 107 | 750 x 575 mm size Granite Partition |
| 108 | Providing Flushing arrangement to Water Closets including providing and fixing manually operated PVC low level Flushing Cistern consisting following items of work:-i) Providing PVC low level flushing cistern with all inside syphonic fittings, duly assembled conforming to IS:7231 of in etc.as per the manufacturer's recommendation all complete.position using CP brass screws, rawl plugs, bracketsapproved make with handle, fixing the cisternii) Providing 40/32 mm dia.uPVC (6Kg) flush pipe from Flush tank to Water Closet, concealed in the wall as directed making connection with W.C pan including the cost of fittings, fixtures and jointing materials etc. all complete including providing & fixing 15 mm dia. PVC coupling with mosquito proof jalli at overflow outlet.iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition,painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer,finishing the gaps with white/ matching cement etc. all complete.iv) Testing the entire system to the full satisfaction of the E.I.C.v) Flushing cistern and WC shall be from the same manufacturer. |
| 109 | Flushing arrangement with low level Dual Flush Cistern of Starwhite/snow white/bright colour as per Hindware \\"Sleek Essence Dual Flush\\" model or Cera cat. No. B1020106 \\"Compass Twin Flush\\" model or Parryware Cat. No. E8319 \\"Hexa Dual Flush \\" model for WC or approved equivalent. |
| 110 | Providing Flushing arrangement to Urinal including providing and fixing Sensors / manually operated flush valves consisting following items of work:- i) Providing and fixing flush valve/Sensor in position as per the manufacturer's recommendation, making water inlet connections all complete. ii) Providing & laying 15 mm dia. CPVC (SDR11) / 15 mm n.b GI class 'C' Flush Pipe / CP brass inlet connection from Flush Valve / Sensor to Urinal, concealed/exposed in the wall as directed making connection with Urinal spreader and flush valve / Sensor including the cost of heavy quality CP brass Spreader combatible to the Urinal, necessary fittings, fixtures, jointing materials etc. all complete. iii) Cutting hole, making chases in the wall, floors, slabs etc. and reinstating the surface to the original condition, painting all metallic parts with two coats of flat oil paint of approved make and shade over a coat of primer, finishing the gaps with white/ matching cement etc. all complete. iv) Testing the entire system to the full satisfaction of the E.I.C. |
| 111 | Flushing arrangement with flush valve of Jaquar 'Pressmatic' make Cat No.PRS-CHR-073 Auto closing Concealed Urinal Flush Valve With Wall Flange, Flush bend, cutting hole, testing etc.for Urinal or approved equivalent Make. |
| 112 | Providing and fixing first Quality Vitreous China hand wash Basin Consisting following items of work. - i) Providing Wash Basin and placing it in position as shown in the drawing or as per manufactures specification or as directed including finishing the joints with white / matching colour cement all complete. ii) Fixing various CP fittings such as Waste Coupling, Bottle Trap including fixing 32 mm minimum 10kg class PVC pipe conforming to IS:4985 (and fittings conforming to IS:7834). Placing and fixing Waste Pipe from Bottle trap to adaptor / Nahani trap / Floor Trap. iii) Fixing the Wash Basin in position, including providing M.S./C.I. Brackets & Screws for the basin. iv) Cutting hole, making grove or chases in the wall, floors, slabs etc., reinstating to it's original condition after completion of work, painting, finishing the gaps etc. all complete as directed by Engineer-in Charge. v) Fixing Vitreous China under / over the counter / semi recessed type Wash Basin of following model and make conforming to IS 2556 and placing it in position with the granite platform as shown in the drawing or as directed including finishing the joints with white cement all complete. vi) Testing the system to the full satisfaction of the Engineer in Charge |
| 113 | Vitreous China Wash Hand Basin of StarWhite colour of Hindware Cat. No.91101 \\"Edge 65R\\" model 63X50 or Cera Cat. No. S2020161 \\"Corus\\" model 55x45 or Parryware Cat. No. C89I3 \\"Imperial Neo\\" model 52x42, counter top model or similar approved equivalents make. |
| 114 | Vitreous China Wash Hand Basin of Star White colour of Hindware Cat. No. 10096+11038 \\"Studio\\" model or Cera Cat. No. S2040112+S2090120, CONCORD model or Parryware Cat. No. C0460+0316+C8302 \\"Flair\\" model, counter model or similar equivalents. make. |
| 115 | Vitreous China Wash Hand Basin of Star White colour of Hindware Compact wall hung basin size 450x300 or Cera 'Cosy' Cat No. S2040160 size 450x300 or parryware 'Vault' Cat No. C865446 470 x 270 approved Equivelent. |
| 116 | Parryware Kidz Wash Basin C894346(530 x 290 x 520 mm) or approved Equivelent. |
| 117 | Providing braided hose with nuts, nipples etc. for Watersupply Inlet connection of following make for washbasin, flush tank, kitchen sink etc with brass check nutson both ends and fixing it in position as directedincluding the cost of jointing materials and testing forleak proof joints all complete. |
| 118 | 450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers of Jaquar cat. No. ALD-805B or approved equivalent make. |
| 119 | Providing & fixing in position best quality bevelled edgeplate Glass Mirror with PVC frame of following size with 6 mm thick marine ply wood (confirming to IS:710), fixed with required numbers of CP brass cupscrews and caps, washers etc. including drilling holes, providing & fixing rawl plug in RCC/ brick wall, woodenpacking behind the mirror if necessary, reinstating the damages to its original condition etc. all complete as directed by EIC. |
| 120 | 6 mm thick Plate glass Mirror of size 600 mm x 450mm / 1200mm x 1350mm of required size with 6 mm thick marine ply wood (confirming to IS:710:2010) backing & PVC moulded frame of approved shade or as directed by the E.I.C |
| 121 | Providing & fixing in position following approved quality water saving CP fittings / Fixtures of 15 mm nominal dia. with ISI mark / approved make of following type including providing & fixing specials, wall flanges and fixing to concealed / exposed pipe line with leak proof threaded joints using tephlon tapes, testing the joints hydraulically to a pressure of 10 kg./ sq.cm, rectifying the leaky joints. if any, including cleaning etc. complete all as per specification. |
| 122 | CP Brass 2 way bib cock with wall flange of jaquar 'Florentine' Cat FLP-CHR-5041PM or approved equivalent |
| 123 | CP Brass bib cock with wall flange of jaquar 'Florentine' Cat FLP-5037PM or approved equivalent |
| 124 | CP brass single lever diverter concealed body of jaquar cat no. ALD-079N with exposed part kit of jaquar floentine cat no. FLP-5079NKPM and spout with wall flange of jaquar cat no. SPJ-CHR-5429PM or approved equivalent make. |
| 125 | C.P. brass Pillar Cock Auto Closing System of Jaquar 'Pressmatic' PRS-CHR-031 or approved equivalent make for Refuge Area |
| 126 | C.P. brass Pillar Cock with wall flange of Jaquar 'Florentine' Cat No. FLP-CHR-5011PM or approved equivalent make |
| 127 | C.P. brass Angular Stop Cock with wall flange of Jaquar 'Florentine' Cat.No.FLP-CHR-5053PM or approved equivalent make |
| 128 | C.P. Health Faucet with flexible tube & Wall Hook of Jaquar Brand 'Allied' Cat. No. ALD-CHR-587 or approved equivalent make |
| 129 | C.P. brass Bottle Trap 32mm Size including Wall Connection Pipes & Wall Flange of Jaquar Cat.No. ALD-769L250x190 / 769L300x190 or approved equivalent make |
| 130 | C.P. brass Waste Coupling 32mm size of Jaquar Cat.No.ALD-CHR-709/709L130/705/705L130 or approved equivalent make |
| 131 | C.P. brass shower of Jaquar Cat OHS-CHR-1989 or approved equivalent make |
| 132 | C.P. brass shower arm with flance of jaquar cat no. SHA-CHR-477 or approved equivalent make |
| 133 | C.P. brass Sink Cock with wall flange of Jaquar 'Florentine' Cat.No.FLP-CHR-5347PM or approved equivalent make |
| 134 | Providing and fixing the following C.P. Brass Bathroom / toilet accessories of following make and fixing on the wall using C.P. brass screws, rawl plugs etc. as per manufacturer's requirement all complete at the locations shown and as directed by the Engineer In charge. |
| 135 | C.P. Brass Toilet paper Roll Holder of Jaquar Brand 'Continental' Cat. No. ACN-CHR-1151N or approved equivalent make |
| 136 | C.P. brass single Towel Rail 600mm long of Jaquar Brand 'Continental' Cat. No. ACN-CHR-1111SM or approved equivalent make |
| 137 | C.P. brass Double Coat Hook of Jaquar Brand 'Continental' Cat. No. ACN-CHR-1161N or approved equivalent make |
| 138 | C.P. brass Soap Dispenser with Glass Bottle of Jaquar Brand 'Continental' Cat. No. ACN-CHR-1135N or approved equivalent make |
| 139 | C.P. brass Soap Dish Holder with Glass Dish of Jaquar Brand 'Continental' Cat. No. ACN-CHR-1131N or approved equivalent make |
| 140 | C.P. brass Corner Glass Shelf (with Bracket) of Jaquar Brand 'Continental' Cat. No. ACN-CHR-1173 or approved equivalent make |
| 141 | C.P. brass Glass Shelf - 600mm Long of Jaquar Brand 'Continental' Cat. No. ACN-CHR-1171N or approved equivalent make |
| 142 | Supplying Stainless steel Sink of following size with or without Drain board, approved make, moulded out of 19 SWG (1mm) stainless steel sheet of grade AISI304 (18/8) with waste coupling conforming to IS:13983,placing and fixing the Sink in position to correct line and level with basket type choke-stop strainer (wastecoupling), Check nuts etc. including the cost of jointing materials, finishing the edges with white / matching colour cement as per manufacturer's recommendation all complete as per specification and as directed by EIC. |
| 143 | Stainless steel Sink of Nirali brand 'Grace Plain' Large(10\\") without Drain board and with 'Satin' finish of overall size 610 x 460 mm (Bowl size 560 x 410 x 250 mm) or approved equivalent make. |
| 144 | TOTAL OF PART - II - A : SANITARYWARES & C.P APPURTENANCES |
| 145 | PART - II - B : WATER SUPPLY SYSTEM |
| 146 | Supplying & fixing on Exposed surfaces the following sizes uv-stabilized Chlorinated Poly Vinyl Chloride (CPVC) pipes & Fittings of specified class having thermal stability for both hot & cold water supply consisting following items of work:-i) Supplying CPVC pipes and all required CPVC plain and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above.ii) Supplying & providing providing CPVC/GI flanges, any other required specials and other jointing materials for connecting the CPVC pipe lines with spool pieces of water tank and for connecting the CPVC pipe lines with any fittings & fixtures etc., of the water supply lineiii) Laying and fixing the pipe and specials on exposed surfaces/ underground, to correct line, level and plumb for water supply line, using metal straps (On wall surfaces) at 1.00 mtr. interval or as directed by the EIC.iv) Jointing the pipes and Specials using Solvent cement conforming to IS:15225 & Teflon tape ( For threaded joins ) of approved makes including cutting the pipe to required size, preparation of surfaces, necessary tools etc. all complete. |
| 147 | v) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition.vi) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured.vii) CPVC pipes and fittings/ specials shall be of same brand.NOTE: 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only.3) Exposed pipe fixing arrangement include providing & fixing slotted G.I. section & U clamps bolts arrangement for grouping of pipe. Sloted section thickness should not be less than 2mm. |
| 148 | 20 mm(¾\\") n.size (SDR-11 as per IS:15778) |
| 149 | 25 mm (1\\") n.size (SDR-11 as per IS:15778) |
| 150 | 32 mm (1¼\\") n.size (SDR-11 as per IS:15778) |
| 151 | 40 mm (1½\\") n.size (SDR-11 as per IS:15778) |
| 152 | 50 mm (2\\") n.size (SDR-11 as per IS:15778) |
| 153 | Schedule 80 65 mm (2½\\") n.size (Shedule 80) |
| 154 | Schedule 80 80 mm (3\\") n.size (Shedule 80) |
| 155 | Schedule 80 100 mm (4\\") n.size (Shedule 80) |
| 156 | Supplying, fixing & concealing on wall / beams / columns etc. the following sizes UV- stabilised Chlorinated PolyVinyl Chloride (CPVC) Pipes & (male / female) brass threaded fittings Fittings of specified class having thermal suitable for both hot & cold water supply & suitable for fixing various fittings & fixtures such as taps, jet sray, wall mixture, concealed stop cock, flush valves etc., consisting following items of work :-i) Supplying CPVC pipes and all required CPVC plain/ and brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40 for CPVC pipe having nominal size 65 mm (2½”) and above.ii) Laying and concealing the pipe and specials for water supply by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( For threaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete.iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. |
| 157 | iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg / Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured.v) CPVC pipes and fittings/ specials shall be of same brand.NOTE:- 1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI/ CPVC/PP-R/ UPVC/HDPE pipe line laid by other agency. 2) All threaded joints shall be made with brass threaded fittings only. |
| 158 | 20 mm(¾\\") n.size (SDR-11 as per IS:15778) |
| 159 | 25 mm (1\\") n.size (SDR-11 as per IS:15778) |
| 160 | Supplying and laying below the ground or floor, the following diameter uv-stabilized Chlorinated Poly Vinyl Chloride (C-PVC) pipe line of specified class, consisting the following items of work:- i) Supplying CPVC pipes and all required CPVC plain / brass threaded fittings, SDR - 11 having thermal stability for hot & cold water supply of approved make conforming to IS:15778 with ISI mark for CPVC pipe having nominal size up to 50 mm and conforming to ASTM F 441 (IPS SERIES) Schedule 40/80 for CPVC pipe having nominal size 65 mm (2½”) and above. ii) Laying and fixing the pipe and specials below the ground or floor to correct line, level and plumb for water supply line. iii) Making leak proof threaded/welded joints. including cutting the pipe, cleaning, marking, jointing, etc. and including the cost of jointing materials. iv) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition. v) Providing and fixing C-PVC weldable / threaded fittings such as Union, Nipples, Bends, Elbows, Tees, Reducers, End caps, Couplers, Adaptors, Saddles, Plugs, Tank connectors, Expansion loops, Bypass bends, etc.vi) CPVC pipes and fittings shall be of same brand. iv) Testing the pipe line as per relevant code to a hydraulic pressure of 10 Kg/Sq.cm to assess leakages if any, rectifying the defect, retesting etc till water tightness of pipe line is ensured. |
| 161 | Note:1) The rate shall also include for cPVC pipe & specials required for making connections with the existing GI / CPVC pipe line laid by other agency.2) All threaded joints shall be made with brass threaded fittings Only.3) Excavation and refilling shall be paid under relavent item. |
| 162 | 50 mm (2\\") n.size (SDR-11 as per IS:15778) |
| 163 | 65 mm (2½\\") n.size (Schedule 80) |
| 164 | 80 mm (2½\\") n.size (Schedule 80) |
| 165 | Making cross connection of following size on existing Cast iron / Ductile Iron / MS / HDPE / UPVC water supply pipe line irrespective of branch size by cutting the existing pipe line with mechanical or power cutter, chamfering the edges, providing & fixing Specials such as Tees, bends, Saddle pieces, collar, distance pieces, flanges etc., dewatering, providing PCC of grade M-15 supports to the joint, making lead/push on/ mechanical/flanged joints as the case may be including isolation delay, tools & machineries, excavation, working on the live water supply line with in the restricted timings etc. all complete as directed by EIC. |
| 166 | Below 100 mm dia |
| 167 | 100 mm dia to 160mm dia |
| 168 | 161 mm dia to 200mm dia |
| 169 | Providing, instaling, fixing, connecting, testing 75 micron Super Flow Plus filter, of M/s. Jain Irrigation Systems Ltd., of following Model Nos, fitted with pressure gauge, water drain and emptying plug. etc all as per specifications, Drawings and as directed by EIC.NOTE: Threaded fittings of CPVC/UPVC shall be of Brass Threaded only. |
| 170 | DJPSFP50SW, Max. working pressure = 10 kg/cm², Flow rate = 50 m³/hr, Inlet/Outlet Connection = 3\\" |
| 171 | Providing and Fixing Ball Valve as per relevant IS suitable for pipe pressure class with body of bronze and ball & stem of Stainless Steel of approved make with fittings & material for conectivity and labour, making water proof joints, including cost of jointing material and CPVC/UPVC/GI specials if required & testing the joints. etc complete as per directions of engineer-in-charge.NOTE: 1) Item Includes Flange jointing with required new flanges and hardware . 2) Wherever required union joint shall be provided in pipe to facilitate removal of valve. 3) Threaded fittings of CPVC/UPVC shall be of Brass Threaded only. |
| 172 | 20 mm (3/4\\")n.size |
| 173 | 25 mm (1\\")n.size |
| 174 | 32 mm (1¼\\")n.size |
| 175 | 40 mm (1½\\") n.size |
| 176 | 50 mm (2\\") n.size |
| 177 | 65 mm (2½\\") n.size |
| 178 | 80 mm(3\\") n.size |
| 179 | 100 mm(4\\") n.size |
| 180 | Providing and fixing high pressure \\"HP\\" following size Float Valve assembly (horizontal plunger type ) conforming to IS:1703 with brass or gun metal piston, back nut and PVC float conforming to IS:9762, fixing to inlet pipe of water tank and making water proof joints including the cost of jointing materials and CPVC / UPVC / G.I specials, if required, testing the joints as per I.S. recommendations all complete as per specification and as directed. |
| 181 | 50 mm(2\\") n.size |
| 182 | Supplying & fixing following size C.P. brass Coupling with approved quality C.P. brass Mosquito proof jalli including providing CPVC/UPVC/GI connector, bend and any other CPVC/ GI specials, if required for fixing the coupling, jointing materials such as tefflon tapes, spun yarn, white zinc, fixing the same to GI/CPVC/UPVC pipes etc. complete as specified & directed for overflow / vent pipe of water tank. |
| 183 | 32 mm size |
| 184 | 50 mm size |
| 185 | Construction of fly ash / AAC /kiln burnt clay brick masonry valve chambers of following dimensions for depth as mentioned below comprising of 250 mm thick brick masonry in cement mortar 1:4 over a bed of 150 mm thick cement concrete of grade 1:2:4 for foundation with 150 mm offset allround, including racking out joints & plastering in cement mortar 1:3, 20 mm thick both on internal and external surfaces, internal surfaces finished smooth with a floating coat of neat cement, Fixing (FRP/GRP composite / DI / CI / SFRC / RCC / MS) Frame and cover of approved make all as per specifications and directions of the E.I.C. including dewatering the pit, if required till completion of the work all complete.Note: steps / foot rests / rungs will be mesured and paid under relavant item. |
| 186 | Chamber measuring 0.45 mtr. X 0.45 mtr. for an initial depth of 600 mm (Clear internal dimension) |
| 187 | Extra over above item no. 20.1 for additional depth of valve chamber beyond initial depth of 0.60 mtr. without steps / foot rests / rungs etc. all complete. |
| 188 | Chamber measuring 1.00 mtr. X 1.00 mtr. for an initial depth of 600 mm (Clear internal dimension) |
| 189 | Extra over above item no. 20.3 for additional depth of valve chamber beyond initial depth of 0.60 mtr. without steps / foot rests / rungs etc. all complete. |
| 190 | Providing PVC Double Action Air Release Valve of following size manufactured by 'Jain Irrigation Systems Ltd.' and fixing it on the top most point of the water supply riser at terrace floor/ at required place by threaded joints as per manufacturer's recommendations all as specified and directed by EIC. |
| 191 | 1\\"/20mm size Jain ARV-C : DARVC100, Max. working pressure = 10 kg/cm² |
| 192 | 1\\"/25mm size Jain ARV-C : DARVC100, Max. working pressure = 10 kg/cm² |
| 193 | 1\\"/32mm size Jain ARV-C : DARVC100, Max. working pressure = 10 kg/cm² |
| 194 | 1\\"/40mm size Jain ARV-C : DARVC100, Max. working pressure = 10 kg/cm² |
| 195 | 1\\"/50mm size Jain ARV-C : DARVC100, Max. working pressure = 10 kg/cm² |
| 196 | Supplying & fixing following Stainless Steel (grade 316) spool pieces of required diameter having flange on one/ both end with flange holes in flanges for fixing with nut & bolts (OR) with screwed ends on both/ one end as per site requirement and as directed by the Engineer in charge, having 450 mm/ required length, providing 3D x 3D (where D is the outer diameter of pipe) and 4 mm thick stainless steel puddle plate (minimum size 150mmx 150mm) welded to it including cutting the plate to required shape and fixing in the reinforcement at the center of RCC wall/ slab at required level, height etc including cutting the form work provided for casting concrete etc., complete all as per specifications and as directed by Engineer-in-Charge.Note:- Actual weight of spool piece only will be measured for payment and no payment will be made for any wastages. |
| 197 | 40 mm to150 mm dia |
| 198 | Providing GRP / FRP composite Mosquito proof hinged cover with frame for Overhead Water Tank manhole (having loading capacity not less than 300 Kg) of approved manufacturers, having suitable locking arrangement for Manhole opening of water tank, fixing the cover by providing corrosion resistant studs, nuts, built-in hold fasts etc. by chasing or cutting holes and grouting with cement mortar 1:1 by adding approved water proofing compound @ 2% by weight of cement, all complete as per specification and as directed by EIC.Note: OHT manhole cover shall be approved by local autority like BMC |
| 199 | 600 mm dia. |
| 200 | TOTAL OF PART - II - B : WATER SUPPLY SYSTEM |
| 201 | PART - II - C : DRAINAGE SYSTEM |
| 202 | Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:-i) Providing and fixing uPVC UV-Stabilised Soil/ waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved makeii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved makeiii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware.iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line.v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline.vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound |
| 203 | vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations.viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etcx) Dewatering the pit/ trenches if necessary till completion of work xi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured.xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps.Note: Earthwork excavation for trenches shall be paid under relevant itemsFor Soil & waste, Vent and Rain water pipe lines |
| 204 | 75 mm dia. |
| 205 | 110 mm dia. |
| 206 | 160 mm dia. |
| 207 | Supplying, fixing & concealing on walls/ beams/ floors columns etc. the following sizes uPVC Pipes & Fittings of specified class consisting following items of work:-i) Supplying uPVC pipes conforming to IS:4985 and uPVC moulded plain / threaded fittings conforming to IS:7834 for waste water pipe line of approved make with ISI mark / equivalent approvals as per relevant standards, providing necessary specials for connecting UPVC (IS:4985) pipe with UPVC SWR (IS:13592) pipe etc.ii) Laying and concealing the pipe and specials for waste water by cutting/ making 75 mm X 75 mm groove on the wall, fixing the pipe using metal straps wherever required and filling the groove with cement mortar 1:3 mixed with water proofing compound, after laying and testing the pipe line including making leak proof joints using cement solvent/ Teflon tape ( Forthreaded fittings) of approved make, cutting the pipe to required length, preparation of surface, necessary tools etc. all complete. |
| 208 | iii) Cutting or making hole or chases in RCC or brick work structure such as wall, column, beam, slab, chajja, dado etc. for passing the pipe line and reinstating all the damage to its original condition (No Chases in RCC wall, column, beam, slab, chajja,etc shall be made with out getting the permission from Engineer In charge & structural design Enginner)iv) Concealing the pipes in wall, Laying the pipe below floor/ ground to the slope and gradient equal to (or) steeper than 1 in 50v) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured.For Urinal/ wash basin/ Anti syphonic/ Sink waste. (10kg Pressure) |
| 209 | 50 mm OD |
| 210 | Providing uPVC Floor Trap/ Nahani Trap of following size having not less than 40mm effective water seal, fixing the trap in position and connecting with waste water pipe by cement solvent/ as per manufacturer's recommandation, embedding the trap in cement concrete 1:2:4 to correct level and gradient, providing and fixing 150 x 150 mm size top tile with central strainer & flat cover/ flush strainer, closing the side inletes with plugs if required etc. complete all as per specification and as directed by the Engineer in charge. |
| 211 | Multifloor trap of 110 x 75 x 50 size of approved make with 3 pc top tile & flush strainer, mat finish, including Chilly /Cockroach Trap of approved make in plastic. |
| 212 | Providing and fixing HDPE sheet flashing fabricated by welding HDPE flexible sheet with 160 mm dia HDPE pipe about 400mm long for PVC rain water pipes, fixing the same on RCC/cement concrete surface using approved synthetic glue, covering the HDPE sheet wateright with cement mortar 1:2 mixed with water proofing compound and forming the proper shape and grade and finishing with inlet mouth of rain water pipe, cutting RCC slab or wall if required, including the cost of bitumen, cement mortar etc. complete all as per specification and as directed by the Engineer-in-charge. NOTE: HDPE sheet flashing shall be sticked watertight over RCC / Cement Concrete surface by using approved synthetic glue as per manufacturers recommendation and as directed by the Engineer incharge. After fixing HDPE sheet flashing over RCC/ Cement concrete surface, the top potion of HDPE sheet flashing shall be spread with approved synthetic glue, fine (0.5 mm size) sand shall be sprinkled over it immeadiately, allowed to be dried and after drying it is to be covered watertight with cement mortar1:2 mixed with waterproofing compound @ 2% by weight of cement as per required shape and form. Item includes providing uPVC reducer for connecting to 110 mm dia pipe. |
| 213 | 450 x 450 mm size HDPE sheet Flashing fabricated from 8 mm thick HDPE sheet and PN 6 grade 160mm dia HDPE pipe including 160 x 110 dia reducer. |
| 214 | Providing and fixing Stainless steel Dome mesh fabricated by welding from 2mm dia 304 grade stainless steel wire for PVC rain water pipes (sheet flashings), with 5mm x 10mm L base ring of 0.5mm thickness 304 grade Stainless steel. L ring to be embedded in waterproofing & dome to be placed on it, including the cost of fixing material etc. all complete as specified and as directed by the E.I.C. |
| 215 | Half Spherical Dome having opening 5 to 10 mm of 160 mm ID |
| 216 | Half Spherical Dome having opening 5 to 10 mm of 110 mm ID |
| 217 | Providing, jointing and fixing 'RAINY' online Filters, model as below on roof rain water downtake pipeline at suitable location including fixing the Filter Unit on the wall using suitable anchor bolts, brackets, nuts etc. as per manufacturer's requirement, testing etc. all complete. The cost shall include all accessories, specials etc. to commission the Filter. Item also includes Providing and Fixing 110mm dia uPVC Ball valve (white, off-white or grey colour, agri class) of Approved make suitable for pipe pressure class of approved make with material and labour, making water proof joints, including cost of jointing material and uPVC specials if required & testing the joints. etc. complete as per directions of engineer-in-charge. |
| 218 | Rainy FL-300 with 110mm PN10 uPVC ball valve, connecting uPVC pipe piece & reducers /enlarger |
| 219 | Constructing fly ash / AAC /kiln burnt clay brick masonry Gully Trap chamber of following size and upto 600 mm initial depth including providing and fixing gully trap, consisting following items of work:- i) Providing square mouth uPVC gully trap of size 150 X 150 mm squre or 150mm dia with 110 mm outlet of Approved Make embedding in position in cement concrete 1:2:4 inside the chamber. ii) 230 mm thick brick masonry in 1:4 cement mortar over 150 mm thick cement concrete 1:2:4. iii) 15 mm thick plaster in cement mortar 1:3 on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement. iv) Providing and fixing precast approved make Composite(FRP/GRP) / CI / DI / SFRC Manhole covers & frame of size 300mm x 300mm as approved by E.I.C having loading capacity not less than HD20 with name of department and year engraved as specified / approved, including cost of necessary hardware and cement concrete / mortar for fixing the frame. |
| 220 | 300 X 300 mm size Gully Trap chamber with DI frame and cover |
| 221 | Providing & laying UPVC under ground drainage pipes & Fittings of Approved make for storm water drains & Sewer lines of following size conforming to IS:15328 to proper level & grade, jointing including providing coupler with solvent cement / welded joints / as per manufacturer's requirement, encasing the pipe alround using cement concrete 1:3:6 complete if required all as per specifictions, drawing and as directed by the E.I.C. item includes Providing and fixing UPVC fittings such as Bendes, Tees & Y, Reducers, Blanking Plugs, Couplers, Adaptors etc For Sewer line and Storm water Drains NOTE:- Cement concrete for encasing shall be paid under relevant item. |
| 222 | 110 mm DN (SN 8kN/m²-SDR34) |
| 223 | 160 mm DN (SN 8kN/m²-SDR34) |
| 224 | 200 mm DN (SN 8kN/m²-SDR34) |
| 225 | Constructing fly ash / AAC /kiln burnt clay brick masonry Inspection chambers of internal sizes 900 X 600mm at bottom and 900 X 450mm at top for an initial depth of 600mm consisting following items of work.i) 230 mm thick brick masonry in cement mortar 1:2 over 150 mm thick bed in cement concrete of grade 1:2:4 with 150 mm offset all-around, tapering of longitudinal walls starting from the height of 450 mm from the top of chamber frame & cover and tapering of longitudinal walls ending at the height of 200 mm from the top of frame & Cover to obtain an internal dimensionof 900 X 450mm at 200 mm from top of chamber.ii) 20 mm thick plaster in cement mortar 1:1 mixed with water proofing compound @ 2% by weight of cement on internal and external surfaces, internal surfaces and top finished with a floating coat of neat cement.iii) Making benching and haunching in cement concrete of grade 1:2:4 and finishing with floating coat of neat cement.iv) Fixing frame and cover at top using cement concrete of grade 1:2:4 (for bed block / bearing course and capping) and cast iron steps / foot rests, all as per specification and as directed by Engineer in charge. |
| 226 | NOTE:i) Providing & fixing foot-rests/ steps and CI/ RCC/ Composite frame & cover including CC of grade 1:2:4 & C.M 1:2 plaster for fixing the frame and cover, will be paid under relevant item/ included in other relevant item.ii) Additional depth of chamber will be measured in cm and paid as per actual depth. |
| 227 | NOTE FOR INSPECTION CHAMBER & MANHOLEi) Depth of Inspection chamber shall be the vertical distance from the top of the frame & cover of manhole/ chamber to the outgoing invert of the main drain channel.ii) The internal diameter/ sizes of inspection chambers & manholes mentioned in the item shall be measured from finished plastered surfaces.iii) The cost of 1:2:4 grade concrete and plastering with CM 1:2 for fixing frame & cover is included under the scope of work of item for providing Everlast Coveriv) Slope of 1:6 for benching shall be started from channel of depth equal of the outgoing sewer diameter.v) The slope of conical wall of manhole and longitudinal walls of rectangular Inspection Chamber starts from the vertical height of 200mm from top of frame and cover.vi) While making payment for extra over initial depth, the thickness of RCC frame & cover and the thickness of cement concrete bed block (bearing course) shall not be deducted from the depth of manhole or chamber. |
| 228 | Inspection chamber of internal sizes 900 X 600 mm at bottom and 900 X 450 mm at top for an initial depth of 600 mm. |
| 229 | Extra over above item no. 32.1 for additional depth of inspection chamber beyond 600 mm initial depth & upto a depth of 1800 mm. all as per specification and as directed. |
| 230 | Providing, laying, Jointing and fixing uPVC inspection chambers with its all componants of Supreme (Nu-Drain) make in proper gradient and alingment for under ground drainage incliding providing at bottom PCC of 100mm thick of CC 1:3:6 and top circumferential 150mm thick & 150 wide PCC of CC 1:2:4, fixing chember componants as per manufacturers recommandations & pluging non used inlets etc. all as per drawings and directed by E-I-C.Note: CC will be paid under relavent Item |
| 231 | Ultra 250 Left hand & right hand 90º junction (250x110 with Trap) |
| 232 | Ultra 250 -Shaft pipe-320mm (1-1/2 ft invert depth) |
| 233 | Ultra 250 -Shaft pipe-470mm (2 ft invert depth) |
| 234 | Ultra 250 Inspection Chamber frame & cover L.W. |
| 235 | Ultra 315 Inspection Chamber base Left or Right Hand 90º & 45º Junction (315 x 110 x 110 x 110 ) |
| 236 | Ultra 315 Inspection Chamber Riser with rubber seal |
| 237 | Ultra 315 Inspection Chamber frame & cover H. W. |
| 238 | Ultra 450 Inspection Chamber base Left and Right Hand 90° Junction (Cross)(450 x 200 x 160 ) |
| 239 | Ultra 450 Inspection Chamber Riser with rubber seal |
| 240 | Ultra 450 Inspection Chamber Shaft pipe 470mm long with rubber seal |
| 241 | Ultra 450 Inspection Chamber GRP/FRP composite frame & cover of 10T capacity |
| 242 | Construction of circular manhole of 1200 mm internal diameter at bottom and 530 / 560 / 600 mm at top for 1.5m initial depth & fly ash / AAC /kiln burnt clay brick masonry in 1:2 cement mortar, 230 mm thick wall for 1400 mm measured from top of frame & cover of manhole in conical shape and remaining height constructed 345 mm thick in cylindrical shape over a 300 mm thick cement concrete bed of grade 1:2:3 with 300 mm offset from outer finished wall surface of the manhole, also for benching and fixing frame & cover at top of brick masonry i.e. below and around frame and cover for bed block (bearing course) and capping including providing and fixing frame & cover, CI steps, 20mm thick plaster in 1:1 cement mortar mixed with water proofing compound @2% by weight of cement or or as per manufacturer's recommendation on internal and external surfaces, internal surfaces and channel finished smooth with floating coat of neat cement and external surfaces finished rough with wooden float, along the depth at juction where thickness of brick masonary changes and intermidiate depth/height not exeding 1m a RCC band of 230mm depth and width equal to brick wall shall be provided, all as per specifications, drawings and as directed by E-in-C. NOTE:- Providing & fixing foot-rests / steps and CI / RCC / Composite frame & cover including CC of grade 1:2:4 for fixing the frame and cover - plastering in C.M 1:2 on exposed surfaces of bed block & capping, making smooth cement finish etc. will be paid under relevant item. |
| 243 | Top internal dia 530 / 560 / 600 mm to suit MD,HD & EHD cover for initial depth of 1.8m |
| 244 | Extra over Item No. 34.1 for additional depth of Chamber upto 3m. |
| 245 | Supplying and fixing circular / rectangular Ductile Iron frame and cover consisting following items of work :- i) Supplying single / double seal cast iron LD/MD/HD/EHD (Light duty / medium duty / heavy duty / extra heavy duty ) circular / squar / rectangular frame and cover / grating of loading class as per IS:1726 or EN 124 of approved make including transportation. ii) Fixing the frame to correct level and alignment in cement concrete 1:2:4 for bearing course and capping, including form work, finishing, curing etc. all as per specification, drawing and as directed by the EIC. iii) Plastering the exposed faces of bearing course and capping in cement mortar 1:2, 15 mm thick with a floating coat of neat cement including finishing, curing etc. all complete. iv) Painting the frame and cover with two coats of anticorrossive black bitumastic paint of approved make and shade over a coat of primer. |
| 246 | Manhole cover/grating and frame [MD10 / HD20 / EHD35 ] or higher loading class, Rectangular, Square, Circular of size as specified. |
| 247 | Providing copolymer polypropylene steel reinforced plastic Foot-rests / Steps of Patel brand or eq. as per ASTM D - 4101 specification and moulded a 12 mm dia. IS - 1786 grade Fe - 415 steel reinforcing bar and in \\"U\\" shape having dimensions 263 x 168 mm and fixing in concrete / wall as shown in the drawing and as directed all complete. |
| 248 | Making connection with the existing inspection / chamber manhole including breaking the brick masonry wall, finishing with cement mortar/cement concrete after making the connection, disposing off the debris, etc all complete as directed by Engineer-In-charge. |
| 249 | 160 /200/250 mm dia. |
| 250 | Making drop connection for initial depth differance between incoming and outgoing sewer line upto 600mm including making ramp, U-channel of height and width not less than branch pipe dia in CC 1:2:4, plastering 20mm thick in CM 1:3, finished smooth with a floating coat of net cement and for drop connection having depth difference between incoming and outgoing sewer line more than 600mm including providing and laying following dia. uPVC pipe conforming to IS:15328 & specials, providing and fixing bends, tees, crosses, plugs, caps etc., jointing the pipes/fittings using sealant of approved manufacturer, encasing the pipes with CC 1:3:6 such that shape of the cross section through encased pipe shall be square and sides equal to outer diameter of pipe plus 300mm, including form work, curing etc., all as shown in the drawing, as mentioned in the specifications and as directed by EIC.NOTE:- 1) The depth of drop connection shall be measured vertically from the bed level of drop pipe cleaning chamber to the invert of manhole or chamber. 2) CC and form work for encasing will be measured and paid under relevant item. 3) uPVC pipe and fittings, specials will be measured and paid under relevant item. 4) Drop connection for depth differance between incoming and outgoing sewer line upto 600mm - providing ramp, U-channel of height and width not less than branch pipe dia in CC. CC will be paid under relavant Item. |
| 251 | for initial depth difference upto 600mm |
| 252 | for depth difference more than 600mm - 160 mm DN (SN 8kN/m²-SDR34) |
| 253 | Construction of fly ash / AAC /kiln burnt clay brick masonry drop pipe cleaning chamber of internal size 300 x 300 / 450 x 450 mm for depth of 450 mm from top of cover & frame above uPVC drop pipe in brick masonry, in cement mortar 1:2 and 230 mm thick wall over 150 mm offset from all outer finished wall surfaces of the chamber, providing & fixing suitable medium / heavy duty SFRC/ FRP Composite / DI / CI cover of approved make, CC 1:2:4 coping at top of brick work, 20 mm cement plastering in cement mortar 1:1, mixed with water proofing compound @ 2% by weight of cement in internal & external surfaces of the chamber, all inside surfaces finishing smooth with floating coat of neat cement and external surfaces finishing rough with wooden float, including dewatering if necessary till completion of the work, all as directed by the E.I.C. |
| 254 | 300 x 300 mm chamber with HD20 / C250 or higher loading class FRP/GRP Composite cover and frame for pipes upto 250 mm pipe. |
| 255 | TOTAL OF PART - II - C : DRAINAGE SYSTEM |
| 256 | PART- II - D : RAIN WATER HARVESTING SYSTEM |
| 257 | Boring/Drilling bore well of required dia.for casing / strainer pipe by suitable method prescribed in IS: 2800 (Part-1), including collecting soil samples from different strata, preparing & submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machinaries required for the job, all complete as per the direction of Engineer- in- Charge, Upto 30 mtr. depth below ground level. |
| 258 | All types of soil, 300 mm dia |
| 259 | Rocky strata including boulders, 300 mm dia |
| 260 | Providing, fixing, laying, jointing & testing below the ground / above ground UPVC socketed pipes for solvent cement joint / plain ended CLASS 5 pipes as per IS:4985 including suitable heavy fittings like elbows, collars, tees, unions, couplings, reducers, bends, enlargers, saddles flanged tailpieces and all other fittings required for the completion of laying and jointing as per IS 7634, testing pipelines with fittings for 10 kg/cm2 hydrostatic pressure for minimum duration of two hours with clean water and rectifying the leaks if found, cutting the pipes to the size, threading as required, jointing of pipes and fittings to be carried out using Hold-ties, Teflon tape, PVC clamps, wooden gutties, SS screws, cement, solvent cement etc. required for the completion of the work and all as per specifications, drawings and direction of the Engineer-in-charge. |
| 261 | normal 110 mm dia class 5 perforated pipe |
| 262 | Gravel packing in tube well construction ( Around casing pipe ) in accordance with IS:4097, including providing gravel fine/medium/course, in required grading & sizes as per actual requirement, all complete as per direction of EIC. |
| 263 | Providing & fixing in position following size Weep holes wherever required in RCC / Masonry walls including cutting to required shape & size all as per specifications, drawings & as directed by the E.I.C all complete. |
| 264 | PVC pipe of 75 mm OD (IS:4985-6Kg class) |
| 265 | Providing and fixing recharge well screen ( two cylindrical V-wire screens fitted concentric to each other. Annular spaces filled with graded gravel) assembly of M/s Appollo screens or equivalent aproved manufacturers, including hardware and labourer as per drawing and specified by E I C. |
| 266 | size of screen 8-16 1.00 m length(material SS 304) |
| 267 | Supplying, fabricating and fixing in position structural steel of angle, joists, channel, I Beam, plain / chequered plates for monorail / MS gates / supports of required size including cutting, fabricating, welding, erecting in position including supplying & fixing embedded parts for fixing monorail / supports in concrete, including painting with two coats of approved synthetic enamel paint over a coat of zinc cromate red oxide primer all complete all as per specification and as directed by the Engineer in Charge |
| 268 | Structural steel using MS flats, Angles. Rods etc etc. |
| 269 | Supplying and fixing following size uPVC UV-Stabilised soil / waste quality pipes and fittings ( SWR ) for soil, waste, vent, anti syphonage, HVAC waste pipe and rain water pipe lines consisting following items of work:-i) Providing and fixing uPVC UV-Stabilised Soil/ waste pipe as per IS:13592 and IS:14735 Type-B laid in floor & on Exposed faces of wall of approved makeii) Fixing the pipeline vertically by Metal clamps with rubber seal of approved makeiii) Fixing the pipeline Horizontaly with specified slope below the ceiling by Metal clamps with rubber seal and GI hanger rods not less than 5mm dia at specified spacing, including all required hardware.iv) Providing and fixing uPVC cowl at the top of soil, waste water & vent pipe line.v) Providing and fixing uPVC P/S trap on line as per requirement for soil,waste water pipeline.vi) Laying the pipe below floor / ground to the slope and gradient equal to (or) steeper than 1 in 50, making leak proof connections of soil /waste pipe line from the shaft with inspection chamber / Manhole / Gully trap Chamber including the cost of filling around the holes of inspection chamber / Manhole / Gully trap with cement mortar 1:1 mixed with water proofing compound |
| 270 | vii) Jointing the pipe / fittings with Solvent Cement & Rubber ring gasket with making holes in walls / floor grooving and redoing the same and brick support etc. Carrying out water-tightness test for the pipes laid as per codal provisions. Providing Ring Joint pipes at verticals and solvent cement jointed pipes at concealed locations.viii) Cutting the pipe to the required length including providing short pieces, necessary connectors, fittings & specials with & without door, assorted fittings such as plugs, tees, couplers, reducers, cross tees, reducing tees, elbows, bends, single & double Y, vent cowl, gaskets, offsets etc. including providing necessary clean outs, cleaning pipe, extension pipe if any for clean outs, door bend, door elbow, door Y, socket plug, etc wherever required for accessing every segment of soil and waste pipes to enable removal of any Chock up after installation. ix) Providing necessary specials for connecting UPVC SWR (IS:13592/ IS:14735) pipe with UPVC (IS:4985) pipe etc. x) Dewatering the pit/ trenches if necessary till completion of work. xi) Testing the pipe line for any leakages, rectifying the leakages if any, retesting etc., till water tightness of the pipe line is ensured. xii) Exposed pipe fixing arrangement include slotted G.I. section and U clamps.Note: Earthwork excavation for trenches shall be paid under relevant itemsFor Soil & waste, Vent and Rain water pipe lines |
| 271 | 160 mm dia. |
| 272 | TOTAL OF PART- II - D : RAIN WATER HARVESTING SYSTEM |
| 273 | ABSTRACT OF PART - III : ELECTRICAL WORKS |
| 274 | PART IIIA : POINT WIRING WORK |
| 275 | PART IIIB : LIFTS |
| 276 | PART IIIC : LT PANELS & PUMP PANELS |
| 277 | PART IIID : DG SET WORKS |
| 278 | PART IIIE : FIRE ALARM & PUBLIC ADDRESS SYSTEM |
| 279 | PART IIIF : CABLES & END JOINTS |
| 280 | PART IIIG : EARTHING SYSTEM |
| 281 | PART IIIH : LIGHTNING PROTECTION SYSTEM |
| 282 | PART IIII : MISCELLANEOUS ITEMS |
| 283 | PART IIIJ : DG / PANEL ROOM EQUIPMENTS |
| 284 | PART IIIK : LED LUMINAIRES |
| 285 | PART IIIL : READYMADE DISTRIBUTION BOARD |
| 286 | PART IIIM : CIVIL WORKS CONTINGENT TO ELECTRICAL WORKS |
| 287 | PART - III : ELECTRICAL WORKS |
| 288 | PART - III - A : POINT WIRING WORK |
| 289 | Point Wiring Work:Providing point wiring for Light Point / 6A socket outlet / 16A socket outlet / A.C. Point / Exhaust Fan Point / Water Heater Point etc. with 1.1 KV grade, FRLS PVC insulated multi stranded flexible copper conductor wires in 25 mm size PVC concealed conduit, modular type controlling switches / socket outlets with readymade GI modular switch boxes with earthing stud, cover plate & frame, 3-plate ceiling roses , PVC junction boxes , PVC round plates, terminal looping connector blocks, ferrule numbers on both sides of wires, 2.5 sq.mm FRLS PVC insulated flexible copper conductor wires for earthing of switchboxes, labelling etc. all as per site conditions, specifications and as instructed by Engineer-in-charge. |
| 290 | Note:1.) Wiring layout arrangement and samples of switch boxes are to be got approved by EIC prior to procurement.2.) All switches, sockets, fan regulators, cover plates & frame, GI switch boxes etc. shall be of approved color & shall be of same make and other accessories like lamp holders, ceiling roses & doorbell etc. shall be of polycarbonate body and shall preferably ISI marked. Lamp holders shall be brass ring lamp holders.3.) Readymade modular switchboxes shall be made out of galvanized steel sheet, with suitable cutouts/knockouts for conduit entry, earthing terminal, earthing stud etc. Scope also includes flush mounting of readymade GI switch box inside the wall by cutting/chiseling the surface if required, fixing firmly with screws, rawl plugs and necessary accessories, restoring the wall surface with cement mortar after installation, complete as required.4.) The dimensions of switches, sockets, and fan regulators shall preferably be ISI mark. |
| 291 | 5.) HMS PVC sleeves will have to be provided for crossing walls, drilling holes & its refinishing to be also included in the scope.6.) All metalic boxes/switch boxes shall be earthed with 1.1kV grade FRLS PVC insulated 2.5sq.mm copper flexible wire.7.) Circuit for Light Point / 6A socket outlet / Exhaust Fan Point shall be made with 1.5 sq.mm wires for Phase+Neutral & 2.5 sq.mm wire for earth, starting from DB to switchbox & then upto respective points.8.) Circuit for Power point, AC & W.H point shall be made with 4 sq.mm wires for Phase+Neutral & 2.5 sq.mm wire for earth, starting from DB to switchbox & then upto respective points.9.) The point wiring rates shall be inclusive of complete wiring system from DB to switch box and from switch box to the connected load/equipment, including all conduits, FRLS copper wires, switches, sockets, fan regulators, modular plates, GI switch boxes, junction boxes, fixing hardware etc. and all incidental works. No extra payment shall be given for conduits, wires, switches, sockets, switch boxes, accessories, interconnections or any other component required for complete installation and commissioning of the point. |
| 292 | Primary Light Point: Primary Light point with 1.5 sq.mm wires for Phase +Neutral & 2.5 sq.mm wire for Earth, complete with 6A, SP, 240V controlling switch , brass ring lamp holder & PVC Junction box. |
| 293 | Secondary Light Point: Secondary Light point with 1.5 sq.mm wires for Phase+Neutral & 2.5 sq.mm wire for Earth, looped with primary light point of item no. 1.1., complete with brass ring lamp holder & PVC Junction box. |
| 294 | Ceiling fan point:Ceiling fan point with 1.5 sq.mm wires for Phase +Neutral & 2.5 sq.mm wire for Earth, complete with 6A, SP, 240V switch (1-module) |
| 295 | Plug Point :6A socket outlet point with 1.5 sq.mm wires for Phase+Neutral & 2.5 sq.mm wire for Earth, complete with 6A socket outlet & 6A, SP, 240V controlling switch . |
| 296 | Exhaust fan point :Exhaust fan point with 1.5 sq.mm wires for Phase +Neutral & 2.5 sq.mm wire for Earth, complete with 6A socket outlet & 6A, SP, 240V controlling switch.Note:1.) The switch and socket for the exhaust fan point shall be at seprate locations as per the drawing. MS Boxes, Cover Plates & Frames shall be considered accordingly.2.) Exhaust Fan shall be looped in lighting circuit. |
| 297 | Doorbell point:Electric doorbell point with 1.5 sq.mm wires for Phase+Neutral & 2.5 sq.mm wire for Earth, complete with 6A, 240V modular type bell push switch including new polycarbonate electronic bell (Bul Bul Type). |
| 298 | Power Point :16A socket outlet point with 4 sq.mm wires for Phase+Neutral & 2.5 sq.mm wire for Earth, complete with 6/16A, 240V, 6 pin socket outlet & 16A, SP, 240V controlling switch. |
| 299 | A.C point:A.C point with 20A metal clad plug & socket outlet (industrial type) mounted near the indoor AC unit (at around 2.4 mtr. hieght), with 4 sq.mm wires for Phase+Neutral & 2.5 sq.mm wire for Earth, complete with 20A SP MCB installed below the socket (at around 1.4 mtr. hieght) in a readymade powder-coated MS enclosure (Enclosure shall have single pole cutout). |
| 300 | Water heater point Water heater point with 4 sq.mm wires for Phase+Neutral & 2.5 sq.mm wire for Earth, complete with 32A, DP, isolator (MCB Type) in readymade powder coated MS enclosure. |
| 301 | Telephone point :Telephone Point Wiring with 2-Pair FRLS Telephone Cable in PVC conduit complete with RJ-11 shutter type telephone outlet, modular type switchbox , cover plate & frame & other accessories as required.Note:Telephone Cable to be drawn from TTB box at ground floor to respective points. |
| 302 | LAN & TV Point ( Only Conduiting with GI Pull wire) :Providing concealed heavy-duty PVC conduit (minimum 25 mm dia) with GI pull wire from LV shaft to LAN / TV outlet point (C2) & thereafter looping from C2 to C3 & C3 to C4, complete with 4-module modular flush mounting switch boxes with PVC blank cover plates at C2, C3 and C4 locations, including all required bends, couplers, junction boxes, inspection boxes, accessories, complete as required. Note:1.) This conduit system shall be independent of and separate from the power and lighting conduit system.2.) Conduit openings shall be sealed from caps. |
| 303 | Common Area / Staircase Light Point (Controlled from Timer DB):Common Area / Staircase Light Point with 1.5 sq.mm FRLS copper wires for Phase + Neutral and 2.5 sq.mm FRLS copper wire for Earth, complete with 3-plate ceiling roses , PVC round plates, terminal looping connector blocks, and all associated accessories. The light point nearest to the Lighting DB shall be wired directly from the outgoing MCB of the Lighting DB. Remaining light points shall be connected through loop-in, loop-out arrangement from one light point to another, complete in all respects.Note: Local controlling switch and lamp holder shall not be provided. |
| 304 | Flat DB:Supply, installation, testing & commissioning of readymade double door 8 way Horizontal TPN/ETPN DB having IP43 protection complete with busbar, wiring kit, nuetral link, earth link etc. , with following components as required & as instructed by the Engineer-in-charge.i) 63A, 4P, 30mA RCBO - 1 no.ii) 6 to 20A, 10kA breaking capacity, C-curve, SP, MCB - 24 nos. (Ratings as per Flat DB SLD)iii) Cable end boxes - 1 no. (on Top )iv.) Blank Plates - As required.Note: Scope of work also includes :1.) Machine cutting of Cable end box for termination of submain cable/wires & passing through of the conduits .2.) Providing Danger board, Schematic Diagram & Ferulle numbers etc.3.) New DB acessories (like MCB's), DB , Cable end boxes etc. shall be of same make so that no compatibility issue occurs during fixing . |
| 305 | Switch in Electrical Shaft & Meter Room :Supply, installation, testing & commissioning of 40A, 4 Pole MCB in readymade powder coated MS enclosure of the same make including fixing on surface in Electrical Shaft with all fixing accessories etc. as required & as per instructions of the E-I-C.Note:Scope of work includes 1) Termination of incoming R, Y, B and N conductors (10 sq.mm & 6 sq.mm) coming from the flat DB using suitably sized tinned copper lugs, including crimping, identification, and making all connections complete as required.2) Cutting and making a suitable opening in the isolator enclosure for accommodating the incoming 32 mm PVC conduit from the flat, including smoothening of edges and finishing the opening to avoid damage to the conductors, complete as required. |
| 306 | 3) Providing and fixing 32 mm ISI-marked heavy-duty PVC conduit T-joint in the existing 32 mm submain conduit ruote , near isolator in the electrical shaft, for taking out 2 nos. of 6 sq.mm FRLS PVC insulated copper earth conductor coming from flat DB, including fixing, alignment, sealing of joints with PVC solvent cement, and providing suitable rubber grommet/PVC bush at the wire exit to prevent abrasion, drawing out the wire and terminating it on the existing 50×6 mm GI earth link in the electrical shaft using appropriate size copper lugs, nuts, bolts and washers, complete as required. |
| 307 | Providing and fixing 3 mm thick PVC sheet/cover plate over existing concealed junction/switch boxes, screwed and secured using required GI screws and chromium-plated brass cup washers, complete as per site requirements and instructions of the Engineer-in-Charge. |
| 308 | Ceiling fan: Supply, installation, testing and commissioning of following BLDC ceiling fans with remote confirming to IS 374 with BEE certification and remote controlled speed regulation having aluminium blades complete with 18 SWG safety chain etc. on existing fan hook , all as per technical specifications in technical bid and as instructed by the Engineer-in-charge.Note: Scope of work also includes1.) Interconnection with fan point using 3 Nos. of 1 sq.mm FRLS multistranded flexible copper conductor wires including termination with suitable tinned copper lugs etc. |
| 309 | 1200mm sweep BLDC ceiling fan |
| 310 | 900mm sweep BLDC ceiling fan |
| 311 | Fan Hook Concealed:Fabrication, Supply, installation, testing of concealed fan hook boxes of size 150 x 150 x 75 mm deep fabricated out of 2mm thick M.S CRCA sheet with 12.5 mm dia M.S tested rod hook with brass earthing stud & welded nut from inside and 3mm thick laser cut PVC cover plate overlapping by 15 mm, including red oxide and two coats of white synthetic enamel paints and brass chromium plated screws and cup washers for fixing on four sides of round plate and all as per conceptional drawing No.: CED/EM /STD/11 R4 & instruction of Engineer-in-charge (Sample box with cover to be got approved before fabrication including the fabricator) |
| 312 | Fan Hook Surface:Fabrication, supply & installation of ceiling fan hook of MS ‘T’ section of approx. size 65 x 60 x 5 mm & approx. 100 mm long, painted with two coats of synthetic enamel paint over one coat of red oxide paint including drilling holes in corners and in center of webs, fixing it by four nos. of anchor fastener of size min 8 mm x 50 mm including providing ‘S’ hook made up of 8 mm dia. (approx.) SS rod for suspension of ceiling fan, all as required and instructed by the Engineer-in-charge. |
| 313 | Water Heater :-Supply, installation, testing & commissioning of ISI marked 1 ltr. instantaneous pressure type water heater complying to IS 8978, vertical round type with following specifications all as required & as instructed by Engineer-In-Charge :1.) Heating Element - 3 kW heating element with its accessories, 2.) Inner container - Stainless steel inner container having SS base and SS pipes on which heating element & its accessories will be mounted.3.) Outer Body - ABS plastic4.) Protections - Thermostat, Thermal cutout, Fusible plug, Pressure release valve, Reset button for thermal cutout .5.) Interconnecting Cable - 3C x 1.5 sq.mm FRLS flexible multistranded copper conductor chord . (From Isolator to Water Heater)Note: -1.) The water heater shall be provided with suitable bracket for wall mounting and the bracket shall be got approved by the department.2.) Scope of work includes the following : i) Interconnection of water heater with existing water heater point with suitable tinned copper lugs. |
| 314 | Water Heater Connection Pipe:Supply, installation, testing & commissioning of 24 inch Connection Hose Pipe for water heater with Anti Explosion design & following specifications all as required & as instructed by Engineer-In-Charge :1.) Stainless Steel 304 Grade Braided outer layer2.) High temperature resistant EPDM inner Tube 3.) Double ring silicon sealing at both ends 4.) Brass / Copper inner joint5.) 1/2 inch SS female compression threadsNote: -Scope of work includes Interconnection of inlet & outlet of water heater with existing water heater tapping points. |
| 315 | TOTAL OF PART - III - A : POINT WIRING WORK |
| 316 | PART - III - B : LIFTSNote:The scope of all the items in this section shall also include complete electrical works for Lift, Lift Shaft, Pit, Machine Room and Controller, fully complying with IS 14665, NBC 2016, OEM requirements and Lift Inspectorate norms. Scope includes:1) Main Incomer & Protection AssemblyMCCB of suitable rating as per OEMELCB/RCCB/Earth leakage protectionType-2 SPD surge protectionIP65 enclosure with Class-II insulation (IK09)MS angle frame / support structure2) Fireman’s Emergency Cut-Off SwitchFireman switch outside machine room/lobbyElectrical interlocking with lift controllerFire indication signage & wiring3) Dual Earthing SystemEarthing busbarEarthing of:Lift machine body, Controller panel , Rails and brackets, Shaft/pit bracketsEquipment earthing as per IS standards |
| 317 | 4) Shaft Wiring, Pit Wiring & Conduits This includes complete supply, installation and commissioning of:Lift shaft wiring (COP, LOP, limit switches, safety circuits, buffers, sensors)Pit wiring including: Pit switch , Light & emergency lamp Sockets, Buffer switch, EarthingConduits (PVC/Metal), junction boxes, cable trays, supportsAll terminations, glands, lugs, ferrules and taggingTravelling cable entry sleeves and protection 5) Machine Room Lighting & PowerLED tube lights ensuring min. 150 luxEmergency battery lamp with signage6A/16A maintenance power socket with MCBAll wiring, conduits, switches, supports6) Ventilation SystemExhaust/ventilation fanWiring, fixing brackets, switch |
| 318 | 7) Cabling & Full Controller IntegrationFRLS cables for power & control from MRS DB to controllerTerminations using approved ferrules, lugs, glandsIntegration with: Lift controller, Automatic Rescue Device (ARD) ,Fire Mode / Fireman Switch, BMS / Fire Alarm system (potential free contacts)Cable dressing, tagging, testing8) Signage & Safety LabelsDanger boardsVoltage markings“Do Not Switch On During Fire”Identification labels for all equipment9) Testing & CommissioningPower cable testing, insulation resistance, continuityEarth resistance & leakage protection testARD simulation testFire Mode operation testFull functional testing with OEM engineer10) Statutory Approval SupportLift Inspectorate complianceDocumentation, test certificatesAssistance till final approval & handing over |
| 319 | Passenger Lifts :Design, fabrication, manufacture, assembly, delivery to site, installation, testing, commissioning and handing over of electrically operated automatic lifts of following sizes & capcities serving Ground + 21 upper floors (Total 22 stops) complete with all standard accessories as per IS 14665, NBC 2016 , CFO requirements & including the following:1) Gearless VVVF traction machine and controller.2) Stainless steel vandal-resistant car enclosure with internal finish, handrail, LED lighting, ventilation fan and granite anti-skid flooring.3) Microprocessor based single automatic push button / full collective with /without attendant.4) Car operating panel (COP) with backlit push buttons, floor position indicator, alarm, overload indicator and emergency intercom/auto dialer.5) Landing operating panels (LOPs) with hall lanterns at all served floors.6) Guide rails, counterweight assembly, buffers, safety gear and final limit switches. |
| 320 | 7) Automatic Rescue Device (ARD) for levelling and door opening during power failure with dry maintenance-free batteries as required.8) Overload protection, phase loss/reversal protection & fault diagnostics. Tamper-proof infra-red full-width & full-height light curtain at door opening with leading-edge protection.9) Fireman operation / fire mode function as required under NBC / CFO regulations.10) BMS / Fire Alarm panel interface contacts and integration provision as per specifications.11) Complete shaft wiring, control wiring, travelling cable etc. with FRLS wires & cables, embedded supports and inserts.12) Required civil cutting, chipping, fixing and making good.13) Shifting, erection, alignment, adjustment, testing, commissioning and operational trial runs etc.14) Liaison work and statutory approval from the Lift Inspectorate, Government authority and successful handing over of lift in full working condition, all as per IS 14665, NBC 2016 and as directed by Engineer-in-Charge. |
| 321 | Passenger Lift ( 20 Passenger, min. 1360 kg capacity) with Machineroom :1.) Duty Load : 20 passengers (1360 kg) 2.) Contract speed : 1.75 m/s 3.) Existing shaft size : 2600 mm (width) × 2100 mm (depth)4.) Minimum Car size : 2000 mm (width) × 1500 mm (depth) 5.) Type of Doors:a) Car Door : Full-width centre-opening power operated stainless steel horizontal doors in honeycomb/ vandal proof finish with sandwich construction having clear opening of atleast 1100 mm. b) Landing doors : Centre opening horizontal sliding stainless steel doors in honeycomb/ vandal proof finish with sandwich construction |
| 322 | Stretcher lift (20 Passenger, min. 1360 kg capacity) with Machineroom :1.) Duty Load : 20 passengers (approx. 1360 kg) 2.) Contract speed : 1.75 m/s 3.) Existing shaft size : 2300 mm (width) × 3000 mm (depth)4.) Minimum Car size : 1500 mm (width) × 2700 mm (depth) 5.) Type of Doors:a) Car Door : Power operated, telescopic opening horizontal sliding stainless steel doors in honeycomb/ vandal proof finish with sandwich construction.b) Landing doors : Centre opening horizontal sliding stainless steel doors in honeycomb/ vandal proof finish with sandwich construction. |
| 323 | Fire Evacuation Lift :Supplying, installing, testing, commissioning and handing over of Fire Evacuation Lift complete with all civil, electrical, safety, communication and control requirements as per General notes for Fire Evacuation Lift, CFO directives, National Building Code 2016, Maharashtra Lift Rules 1958, IS 4665, IS 14665 and EN81-72 standards, installed in a dedicated Fire Evacuation Lift core, complete with the following:1) Lift shall be provided in addition to regular lifts and firemen lifts.2) Rated capacity shall be minimum 1020 kg / 15 passengers or higher based on occupancy and evacuation requirement.3) Lift shall terminate only at evacuation level (ground/podium) and shall not serve basement floors.4) Lift shall be located inside a separate fire-rated core, attached to one enclosed staircase.5) Each floor shall have smoke-check lobby between staircase and lift.6) Access to lift landing shall be via minimum 2-hour fire-rated door/fire curtain/fire resistant glass. |
| 324 | 7) Lift cabin & landing doors shall be 2-hour fire rated, non-combustible sandwich construction.8) A vision panel of minimum 250 mm × 250 mm, fire rating 2 hours, shall be provided on each landing door.9) Lift interior and external cabin materials shall be non-combustible with minimum 2-hour fire resistance.10) Lift shaft (core) shall have internal minimum clear size 2.3 m × 2.3 m.11) Shaft pressurisation arrangement shall maintain 5 mm W.G to 25 mm W.G pressure during fire/emergency.12) Lift shall have two-way voice communication inside the car and at every landing floor lobby.13) Lift shall have a Fire Brigade mode switch, operable only by authorised fire personnel.14) A second operating console shall be provided at ground/evacuation level with override/toggle control.15) All elevator cabling shall be FRLS low-smoke fire retardant, complying relevant BIS standards.16) Lift shall be provided with Automatic Rescue Device (ARD) ensuring levelling and opening during power failure. |
| 325 | 17) Lift shall be equipped with IoT based controller system compliant with IS-732 for automatic remote notification to building security, registered occupants and nearest fire brigade.18) Lift shall have UPS backup for minimum 15-minute jerk-less operation, supported by alternate supply.19) Separate DG backup supply shall be provided, and arrangement for connection to fire vehicle DG shall be included.20) Lift shall comply with Maharashtra Lift Rules 1958, IS 4665, IS 14665 and EN81-72 standards.21) Lift may be traction / rack & pinion / hoist type, however, speed shall be such that travel from evacuation level to top floor occurs within 1 minute.22) If installed in a common lobby, Fire Evacuation Lift shall function independently from all other lifts with separate logic/controller. |
| 326 | 23) Lift car shall be provided with a roof trap door for emergency evacuation and portable/rope ladder access as per approved drawings.24) Fireman signage shall mark “Fire Evacuation Lift / Staircase” at all lobbies and landing doors.25) Shaft construction, machine room and lift car shall be minimum 2-hour fire resistant, including panels and enclosures.26) Lift communication, ARD, shaft pressurisation and safety interlocks shall interface with fire alarm/BMS where applicable.27) All control equipment shall be CE certified as per NBC requirements.28) Vendor/OEM shall execute installation, alignment, testing, statutory Lift Inspector approval, CFO clearance and handing over in working condition.29) Lift shall be maintained only by authorised Lift OEM service personnel. |
| 327 | Car Lift ( with Vertical / Horizontal opening doors )Supplying, installing, testing and commissioning of electrically operated automatic Car Lift of rated capacity 3000 kg and contract speed 0.5 m/s, suitable for existing lift shaft of size 6200 mm (length) × 4150 mm (width), equipped with motorised overhead opening doors on both entry and exit sides ,having usable car platform size not less than 5400 mm (length) × 3600 mm (width), serving Ground plus 5 upper podium floors (total 6 stops) with entry and exit on both opposite sides, complete with gearless traction machine and VVVF controller, FRLS cabling, shaft wiring, travelling cable, all inserts, supports, machine beams, erection, alignment, testing, commissioning and obtaining statutory Lift Inspector approval, all as per IS 14665 / relevant IS codes and as directed by the Engineer-in-Charge. |
| 328 | NOTE: Lift shall comply with the following technical specifications :1) Traction-type car lift / vehicle elevator with open platform (no car doors).2) Through-car arrangement with entry/exit on both sides.3) Rated load: 3000 kg suitable for fully loaded cars/SUVs.4) Rated speed: 0.5 m/s (approx.)5) Travel: G + 5 floors = 6 stops.6) Shaft clear internal size: 6200 mm (L) × 4150 mm (W).7) Car platform clear usable size: not less than 5000 mm (L) × 3000 mm (W).8) Heavy-duty MS chequered plate flooring designed to withstand vehicle wheel loads.9) Side bump rails / wheel guide rails on side walls/platform edge. |
| 329 | 10) No car doors provided – entry/exit remains open.11) Safety photo-sensors / light barriers at both openings to prevent movement under obstruction.12) Robust landing controls with attendant/authorized operation mode.13) Controller: Microprocessor-based VVVF drive, simplex full collective with/without attendant.14) Power supply: 415V, 3-phase, 50 Hz with all internal control protections.15) Safety gear, overspeed governor, limit switches, buffers and phase failure/reversal/under-voltage protection.16) LED car/platform lighting and ventilation arrangement.17) Car operating panel with emergency stop, alarm and intercom connection provision.18) Automatic Rescue Device (ARD) for levelling and safe exit during power failure.19) FRLS cables for shaft wiring, control wiring and travelling cable.20) Complete installation with inserts, supports, shaft works, cutting/chipping and making good.21) Testing, commissioning, trial operations and statutory approval by authorised OEM. |
| 330 | UPS System for Fire Evacuation lift:Supply, Installation, Testing and commissioning of 30 kVA capacity, double conversion online UPS with 3 phase input and 3 phase output with parallel redundant configuration , with harmonic filter, input Current Harmonic < 3 % and input Power Factor of 0.99 or better, isolation transformer, indications, protections, metering, alarm etc. 30 minutes battery backup using SMF batteries, Battery MCCB, Battery cabinet, interconnection cable between battery bank and UPS and inter battery links etc. all as per specifications and instructions of EIC. Note: All the points mentioned in technical shall also be complied along with above description. |
| 331 | TOTAL OF PART - III - B : LIFTS |
| 332 | PART - III - C : LT PANELS & PUMP PANELS |
| 333 | Design, manufacture, shop testing at works, supply, installation,testing & commissioning of floor mounting front operated front/ rear access, extensible type, complete design verified LT Switchgear Panel as per IEC 61439 with IP-42 protection, IK 10 rating and form 3b separation. suitable for use at 415 V, 3 phase 4 wire 50 Hz system, and to withstand a fault level as specified in SOQ. All switchboards shall have provision for entry of cables from the top/bottom as required. Supply of control Power to Panel equipment’s and indications. |
| 334 | Note:1) All G.A. & fabrication drawings shall be got approved from the E.I.C. Final painting of panel to be done with powder coating. Necessary touch up may be done at site, incase if required. The scope includes all tests as specified in relevant I.S. and as directed by E.I.C.2) The equipment shall be designed to ensure complete safety during operation inspection, connection of cables etc.3) The size of the earth bus chosen shall be to withstand full fault current as specified at 415V.4) All the current transformers are resin cast type class-1 only.5) Scope includes cable end boxes, reverse entry boxes as per site conditions and extension of bus bars as required for terminating the number of cables as per schematic diagram.6) G.A. & detailed fabrication drawing and short circuit forces and temp rise calculation for panel including the panel fabricator shall be submitted for dept. approval.7) Bimetallic washers to be used for all aluminium to copper joints wherever required & it shall be of approved make & quality. |
| 335 | 8) All Outgoing feeders shall have 'ON', 'OFF', trip indications.9) All inter connection for incoming & outgoing should be with copper busbar.10) All MCCBs shall have Ics as specified at 415V11) Scope includes the cutting of M.S. chequered plate trench covers to require size after installation of Panel.12) MS channels (ISMC 100) required for installation of Panel on cable trench including cutting of chequered plate cover etc. is included in the scope of work.13) SITC of Control Cabling & DC power cabling between LT panel, Emergency & DG etc.along with necessary equipments to achieve full functionality of the panels is also included in the scope. |
| 336 | LT Panel: ( On DG + Normal Supply)Incomer : Panel shall be suitable for two incoming supplies, one from normal DISCOM and one from 500 kVA DG set, complete with automatic transfer arrangement, comprising of the following-1 Set :i) 4P, 415V, 800A, 36kA MCCB with microprocessor based LSIG protection for Normal incomer – 1 No.ii) 4P, 415V, 800A, 36kA MCCB with microprocessor based LSIG protection for DG incomer – 1 No.iii) 4P, 415V, 800A, 36kA solenoid/motor operated automatic transfer switch with controller, suitable for Normal-DG operation, complete with electrical and mechanical interlocking, auto/manual operation, DG start/stop command, source sensing, status indication – 1 Set.iv) Current transformers 800/5A, Class 1.0, 15VA for each incomer as required – 1 Set. v) 96 sq.mm voltmeter 0–500V with selector switch for each source – 1 No. vi) 96 sq.mm ammeter 0–800A with selector switch – 1 No. vii) Digital multifunction meter with communication facility for incomer metering – 1 No./2 Nos. as required. viii) LED indication lamps for Normal ON, DG ON, Load ON, Trip, Auto/Manual and other indications as per drawing/specification – 1 Lot.Busbars:800A TPN tinned copper busbar having maximum current density of 1.24 A/sq.mm to withstand symmetrical fault level of 36 kA for 1 sec at 415 V. The neutral busbar shall have 100 % capacity. |
| 337 | Outgoing feeders : i) 4P, 415V, 630A, 36 kA MCCB with microprocessor based LSIG Protection - 1 Nos. (For Fire Fighting Panel )ii) 4P, 415V, 200A, 36 kA MCCB with microprocessor based LSIG Protection - 1 Nos. (For Domestic Pump Panel )iii) 4P, 415V, 63A, 36 kA MCCB with microprocessor based LSIG Protection - 12 Nos. ( Lifts, Common Area Light, EDB's, Terrace DB etc.) |
| 338 | Fire Fighting Panel :Incomer : I/C comprising of the following- 1 seta) 1 No. 630A, 36kA FP MCCB complete with microprocessor-based LSIG protection (over current, short circuit & earth fault release)b) 1 set of RYB indication lamps with HRC protection fusesc) 3 Nos. 630/5A ratio, Class-1, 15VA burden cast resin current transformersd) 1 No. 96 sqmm, 0–500V voltmeter with 3-way & OFF selector switch and HRC protection fusese) 1 No. 0–630A, 96 sqmm ammeter with 3-way & OFF selector switchf) 1 No. Digital multifunction meter with communication facility |
| 339 | g) 1 No. water level control relay with 3 Nos. stainless steel probes similar to Minilec Cat. No. WLC-D1, including required lengths of PVC wires and connectors. Probes shall be mounted in underground tanks; supporting MS structure to be measured separately under Item No. 34.0 – 3 sets (02 for fire tanks and 01 for sump)h) 6-window annunciation for pump fault indication, low water level, etc.Bus Bar:630A TPN tinned copper bus bar (max. current density 800A/sq.in), capable of withstanding 35kA symmetrical fault at 415V. Neutral bus bar shall be 100% rated. |
| 340 | Outgoings :A) Starter for Main Fire Pump & Main Sprinkler Pump – 2 Sets (1 for each pump) with each comprising of the following:Automatic star/delta starter with MCCB fuseless backup protection (Type-II coordinated as per IS 13947-4-1) suitable for 2400 LPM @ 120m head IE-3 motor, complete with overload relay, single-phase preventor, accessories and wiring for auto/manual operation.Includes:1.) 1 No. 0–300A, 96 sqmm ammeter with 3-way & OFF selector switch2.) 3 Nos. 300/5A, Class-1, 5VA cast resin CTs for current monitoring3.) 1 No. 240V contactor for control relay logic for all pumps4.) ON-OFF indication lamps – 1 set5.) ON-OFF push buttons – 1 set6.) Auto-Manual selector switch – 1 No. |
| 341 | B) Starter for Main Jockey Pump & Sprinkler Jockey Pump – 2 Sets (1 for each pump) with each comprising of the following:Automatic star/delta starter with MCCB fuseless backup protection suitable for 180 LPM @ 120m head IE-3 motor, complete with overload relay, single-phase preventor, accessories and wiring.Includes:1.) 1 No. 0–40A, 96 sqmm ammeter with 3-way & OFF selector switch2.) 3 Nos. 40/5A, Class-1, 5VA CTs for monitoring3.) 1 No. 240V contactor for water level control relay logic4.) ON-OFF indication lamps – 1 set5.) ON-OFF push buttons – 1 set6.) Auto-Manual selector switch – 1 No. |
| 342 | C) Diesel Engine Control Panel (for Diesel-Driven Fire Pump)-1 Set comprising of the following:1.) Automatic starting logic with minimum 3 cranking attempts, timers, lockout & manual start/stop facility2.) Visual & audible alarms for low lube oil pressure, high coolant temperature & engine running indication3.) Two Nos. automatic float-cum-boost chargers suitable for engine battery voltage (12V/24V) with 0–30V voltmeter & 0–20A ammeter4.) Required relays, timers, monitoring modules & interlocks5.) Engine trip interlock for low tank water level6.) Auto/Manual switch with indication lamps on panel7.) Fault indication windows |
| 343 | D) Starter for Submersible Dewatering Pump – 1 Set comprising of the following:Automatic DOL starter with MPCB fuseless backup protection suitable for approx. 1HP submersible pump, complete with accessories and wiring for auto/manual control.Includes:1.) 1 No. 0–5A, 96 sqmm ammeter with 3-way & OFF selector switch2.) 3 Nos. 5/5A, Class-1, 5VA cast resin CTs3.) ON-OFF indication lamps – 1 set4.) ON-OFF push buttons – 1 set5.) Auto-Manual selector switch – 1 setE) 4P, 415V, 63A MCCB - 4 Sets of microprocessor-based LSIG MCCB with ON-OFF indication lamps (for deluge valves, pump room DBs, etc.) |
| 344 | Domestic & Flushing Pump Panel :Incomer : I/C comprising of the following- 1 set1.) 200A, 36kA, 4P MCCB, 415V with microprocessor-based LSI / LSIG release (overload, short-circuit & earth-fault protection), complete with shunt trip and accessories – 1 No.2.) RYB indication lamp set with HRC fuses – 1 Set3.) 200/5A Current Transformers, Class-1, 15VA, cast resin type for metering – 3 Nos.4.) 96×96 mm Voltmeter (0–500V) with 3-way & OFF selector switch and HRC fuses – 1 No.5.) 96×96 mm Ammeter (0–200A) with 3-way & OFF selector switch – 1 No.6.) Digital multifunction meter with communication capability (V, I, kW, kVA, PF, Hz, kWh, etc.) – 1 No. |
| 345 | 7.) Water level control relay with 3 nos. stainless steel probes similar to M/s Minilec make cat no. WLC D1.The 3 Nos stainless steel probes with required lengths of PVC wires & connectors shall be mounted on underground water tank & the MS supporting arrangement shall be measured seperately in item No. 34.0 of Part IV: Electrical section. - 4 sets (02 for Domestic tanks and 02 for flushing) 8.) Six-window annunciation panel for fault indication & low tank level alerts – 1 SetBus Bar:200 A TPN tinned copper bus bar having maximum current density of 800 A/sq.inch to withstand symmetrical fault level of 36 KA at 415 V. The neutral bus bar shall have 100% capacity. |
| 346 | Outgoings :A) Starter for Domestic Pump & Flushing pump:- 6 setsSuitable automatic star/delta starter with MCCB fuseless backup protection (Type-II coordinated as per IS 13947-4-1) for approximately 15 HP, 3-phase, 415 V, IE-3 motors of Domestic & Flushing pumps, with overload protection and current-sensing type single-phase preventer, complete with all accessories and internal wiring required for automatic and manual operation, complete as required. (Capacity of motors shall be as per IS 12469-1988, considering efficiency of pumps as indicated elsewhere in SOQ specifications.)The scope also includes providing following:1) 1 no.0-40 A , 96 sqmm ammeter with three way & off selector switch - 1 set2) 3 nos 40/5 A ratio,class-I 5 VA burden cast resin current transformer for current monitoring. - 1 set |
| 347 | 3) 1 No. 240 V contactor (or auxiliary contactor) for level-control relay contact multiplication, as required by the control scheme – 1 set4) ON-OFF indication lamp - 1 set5) ON-OFF push button - 1 set6) Auto mannual selector switch - 1 no.B) MCCB:4P, 415 V, 63 A MCCB with microprocessor based LSIG protection (overcurrent, short circuit & earth fault release) with 1 set of ON-OFF indication lamp - 2 Sets ( Spares For Future) |
| 348 | Terrace Pump Starter Panel :Supply, installation, testing and commissioning of 14 SWG MS CRCA sheet starter enclosure, IP 55 wall mounting type, powder coated with RAL-7032 shade complete with suitable automatic star-delta starter with HRC back up protection (Type-II co-ordinated as per IS 13947-4-1) for 900 LPM @ 40 m head booster pump (approximately 8 HP) with overload protection, current sensing type single phase preventor complete with all accessories required for automatic (water level controller-based) and manual operation, complete as requiredThe scope also includes providing following:1) 1 no.0-20 A , ammeter with three way & off selector switch - 1 set2) 3 nos 20/5 A ratio,class-I 5 VA burden cast resin current transformer for current monitoring. - 1 set3) ON-OFF-TRIP indication lamp - 1 set4) ON-OFF push button - 1 set5) 1 No. 240V auxiliary contactor for level controller interfacing / logic multiplication6) Water level controller with 3 stainless-steel sensing probes – 1 set |
| 349 | Note:Providing and fixing 5mm thick FRP protective enclosure around panel, mounted on MS angle frame (50×50×5mm), including fabrication, cutting, welding, fixing accessories, finishing and all labour/materials complete. Work includes covering 4 sides of panel including top canopy. No extra payment will be made for FRP sheets, MS frame or hardware. |
| 350 | Meter Room Work:Supply, installation, testing and commissioning of complete meter room upgradation work comprising suitable capacity incoming main switch / switch-disconnector in CRCA/MS sheet steel, powder coated enclosure, for receiving supply from Distribution Company, connected to wall-mounted horizontal TPN meter room busbar running along meter room walls, complete with tinned copper busbars, insulators, removable bolted covers/lids, tap-off arrangement for individual energy meters,insulators and supports etc. , meter mounting cubicles made by PVC ducts, wiring from busbar chamber to meters and from meters to respective outgoing MCB boxes, cable dressing with FRLS wires, PVC/GI conduits/ducts, lugs, ferrules, glands, earthing, labelling, supports, hardware, danger plates, minor civil finishing, testing and commissioning, complete as per site requirement and as directed by Engineer-in-Charge.Note:1.) The busbar chamber shall be provided with removable bolted covers throughout its length for inspection, maintenance and future tapping, and shall be suitably supported on meter room walls.2.) Individual meter incomers shall be tapped from the busbar chamber through properly insulated tap-off terminals and routed neatly to the respective meter terminals via PVC ducts. |
| 351 | 3.) GI earthing strip shall be routed along the top of the busbar chamber throughout the busbar chamber lenght for earthing of busbar chamber, incoming switch enclosure, meter boards, outgoing isolator boxes and other metallic parts. Earthing strip shall be fixed neatly with suitable supports/clamps and connected to all metallic enclosures through suitable earth continuity links.4.) Earthing strip, cables, FRLS wires, PVC/GI ducts, conduits, cable trays shall be measured and paid separately under their respective BOQ items.5.) The complete arrangement shall be generally as per attached Drawing & Reference image and as approved by Engineer-in-Charge6.) Providing and installing IoT based micro-controller based electrical safety system complying with General Notes for IOT Based Devices. |
| 352 | TOTAL OF PART - III - C : LT PANELS & PUMP PANELS |
| 353 | PART - III - D : DG SET WORKS |
| 354 | Supply, erection, testing and commissioning of 3 phase 415 volts 50 cycle per second 1500 RPM radiator cooled by water with fan etc. Diesel Generator Sets of rating as below. The engine shall be 4 stroke and shall include flywheel to suit rigid coupling with guard, stainless steel bellow, air cleaner, fuel pump, electronic variable speed governor complete with all accessories fuel filter, lub oil filter & pump, dynamo, Lead acid type battery of capacity as suggested by manufacturer, battery stand, battery cable, engine controller along with fuel tank hand pump and complete as required comprising of switch with key, 990 ltrs. day oil tank (as per Item No. 2.0 of this Section), fuel piping from day tank to DG Set, residential silencer etc. as required. The alternator shall be separately excited PMG / AREP principle, self-regulated and continuously rated as below suitable for 3 phase 415 volts 50 cycles, 0.8 pf,4 wire system suitable for operation at 50 degree C ambient , accordingly derating shall be considered and shall be provided with brushless excitation unit, Alternator insulation shall be class 'H' suitable to withstand tropical conditions and shall generally comply with BS 5000 and IS 4722 and suitable for working on Synchronisation Panels complete with Droop CT's etc. as required. The overload capacity shall not be less than 110% of rated capacity for 1 hour in every 12 hours. |
| 355 | The terminal box shall be suitable for termination of 2 nos of 3.5Cx 300sqmm Aluminium armoured cables The DG set shall be mounted on a fabricated rigid common base frame with resilient anti-vibration mountings to provide 70% vibration isolation or better. The DG set shall include all accessories, fittings and instrument complete as per specifications and as required. The entire D.G. Set shall be housed in Sound & Weatherproof acoustic enclosure, suitable for indoor duty, as per Central Pollution Control Board latest norms and as per details given in Technical Specifications. An additional hot air duct shall be provided on the top of enclosure at radiator end for directional dissipation of radiator exhaust outside DG room. The scope includes obtaining approval of erection of D.G. Sets from latest CPCB/ PWD / State Government & other statutory bodies as applicable. |
| 356 | Rates for above activities, shall be inclusive of :a) Preparation of layout drawings, follow up of necessary applications , liason with all Govt. bodies for approvals etc. The Payment towards fees/registration charges shall be made by DCSEM/DAE and receipt shall got prepared in the favour of authorities making payments.b) Testing of assembled DG set at factory works & at site. Necessary load bank for site testing shall be included in scope including the fuel/diesel cost ( refer technical specfications for load testing)c) Control cabling between DG sets, emergency panel,ATS and Main Panel with shielded / unshielded cable as per OEM recommendations. d) SITC of engine's after treatment system along with Diesel Exhaust Fluid (DEF) tank for Precise emission control complying latest CPCB norms as applicablee) The DG's base fuel tank and day fuel tank shall be refilled competely with High Speed Diesel after the testing and commissioning is completed or at the time of handover. |
| 357 | 500 kVA DG set (Prime power rating) |
| 358 | Day Fuel Tank:Supply, installation, testing and commissioning of 990 litres capacity Day Fuel Tanks, fabricated from 3 mm thick M.S. sheets including the cost of removable cover with locking arrangement, painting and also providing all the required appurtenances like inlet and outlet connections, float valves, drain connection, overflow connection to oil sump, Prismatic oil level indicator and including the cost of support arrangement etc. complete as required. Scope also includes Supply, laying testing and commissioning of 25 NB Oil piping with heavy duty MS pipes as per IS 1239, laid directly buried in ground including the cost of bends, supports, clamps etc. and including the cost of surface preparation of pipes, application of corrosion protection tape similar to Pypekote and including the cost of hydraulic testing before wrapping of rust preventing tape complete as per specification, as required and as below. Note: The excavation of earth for laying fuel piping underground shall be measured separately under item no. 1.0 of Section-VIII. |
| 359 | Exhaust Piping:Supply, installation, testing and commissioning of following MS exhaust piping, heavy duty class-B complete with all accessories such as bends flanges, flexible connections at a suitable distance etc. and insulated with 75 mm thick layer of LRB rock wool having 96 kg/m3 density, cladding with 24 gauge aluminium sheet all-round the exhaust pipe complete as required at site indoor and outdoor, exhaust piping shall be extended above S/S building height as per as per MoEF/CPCB norm including MS supports properly painted, fixing of residential grade silencers, flexible bellows complete as per technical specifications & instructions of EIC. |
| 360 | Note: 1) The outdoor exhaust piping shall be supported by free standing MS structure grouted in concrete foundation & shall got approved by EIC before execution. 2) Free standing MS structure consisting of MS angle iron / channel/sheet complete with two coats of enamel paint shall be measured separately under item no. 4.0 of Section-X. 3) The RCC foundation for free standing MS exhaust structure shall be measured separately under respective items of Section-XII. |
| 361 | 150 mm dia ( I/D) |
| 362 | 250 mm dia ( I/D) |
| 363 | Battery Charger for DG set batteries:Supply, Installation, testing and commissioning of suitable baterry charger cubicle panel, indoor type, IP42, floor/wall mounted, intended to operate on 415V, 50Hz, 3phase, 4-wire incoming power supply. The charger unit shall be complete with float charger & boost charger long with relays, contactor, switches, Ammeter, Voltmeter etc complete as required and as per manufacturers standard design. The scope incldes supply of DCDB with 1no. incomer and 4 outgoing. ( 1 no. for DG set starting batteries) The charging voltage shall be as per the voltage level of DG set batteries. |
| 364 | TOTAL OF PART - III - D : DG SET WORKS |
| 365 | PART - III - E : FIRE ALARM & PUBLIC ADDRESS SYSTEM FA & PA System Note: 1.) All the items which are to be supplied under item no.-1 shall be of same make so that no compatibility issue occurs.2.) Offered PA system shall preferably be of the same make as of FA system & if not then shall be fully compatible for soft integration with FA system offered against item no.-1 .3) The work shall be carried out by licensed agency complying Maharashtra Fire prevention & Life safety measures Act 2006 with latest amendments.4) The scope includes liasoning with CFO, Mumbai Fire Brigade office & preparation of documents for obtaining Fire NOC 5) Scope includes submission of factory test report of detectors,break glass and hooters and main panel and final inspection at site. 6) The Panel shall be suitable for networking using open technologies such as TCP/IP, Rs 485, modbus. |
| 366 | FA System |
| 367 | 12 Loop Fire Alarm Panel (For Plot-5):Supply, installation, testing and commissioning of Vds approved microprocessor based Hot Redundant TCP/IP networkable, LCD color touch screen , Intelligent Addressable Fire Alarm Control panel with 12 loop with battery back up with hot redundancy in cpu/master control unit, hot redundancy in all loop cards, relay and interface card etc. complete with necesary mounting arrangement for wall mounting, Licensced software for panel operation (if any) , backup batteries etc. all as per tender specification & as directed by Engineer in-charge.Note:Scope of work includes Integration of system by addressing, programming of all the devices in the system, commisioning & performance testing all as per tender specification & as directed by Engineer in-charge. |
| 368 | 6 Loop Fire Alarm Panel (For Plot-16 & 17)Supply, installation, testing and commissioning of Vds approved microprocessor based Hot Redundant TCP/IP networkable, LCD color touch screen , Intelligent Addressable Fire Alarm Control panel with 6 loop with battery back up with hot redundancy in cpu/master control unit, hot redundancy in all loop cards, relay and interface card etc. complete with necesary mounting arrangement for wall mounting, Licensced software for panel operation (if any) , backup batteries etc. all as per tender specification & as directed by Engineer in-charge.Note:Scope of work includes Integration of system by addressing, programming of all the devices in the system, commisioning & performance testing all as per tender specification & as directed by Engineer in-charge. |
| 369 | Active Repeater Panel for 12 loop Main FACP:Supply, installation, testing and commissioning of Vds approved Active Repeater Panel equipped with an in built buzzer/hooter, LCD display for indicating all system states, just mimic of the main panel, having push buttons for Silence/Mute, Acknowledge, Reset etc. complete with necesary mounting arrangement for wall mounting . all as per tender specification & as directed by Engineer in-charge.Note:i.) Scope of work includes Integration of Reapeater panel with main FACP.Required accessories for communication between FACP and Repeater panel i.e. communication card etc. shall be the part of this item & the rate shall be quoted accordingly.ii.) The repeater panel power supply shall be drawn from the main FACP & cabling for this shall be the part of this item & the rate shall be quoted accordingly.iii.) Communication cable & power supply cable shall be as per manufacturer standards. |
| 370 | iv.) Cabling between repeater panel & main FACP shall be done in existing conduit & laying of conduit (if required) shall be measured under item no.-3 of Part-C.v.) If the communication between repeater panels & main FA panel is through loop cable, then the cabling shall be measured under the item no.-1 of Part-C. If the communication between repeater panels & main FA panel is through Cat5/Cat6 cable or any other means, then the same shall be included under the scope of Item no.1.2 of Part-A. |
| 371 | Active Repeater Panel for 6 Loop Main FACP:Supply, installation, testing and commissioning of Vds approved Active Repeater Panel equipped with an in built buzzer/hooter, LCD display for indicating all system states, just mimic of the main panel, having push buttons for Silence/Mute, Acknowledge, Reset etc. complete with necesary mounting arrangement for wall mounting . all as per tender specification & as directed by Engineer in-charge.Note:i.) Scope of work includes Integration of Reapeater panel with main FACP.Required accessories for communication between FACP and Repeater panel i.e. communication card etc. shall be the part of this item & the rate shall be quoted accordingly.ii.) The repeater panel power supply shall be drawn from the main FACP & cabling for this shall be the part of this item & the rate shall be quoted accordingly.iii.) Communication cable & power supply cable shall be as per manufacturer standards. |
| 372 | iv.) Cabling between repeater panel & main FACP shall be done in existing conduit & laying of conduit (if required) shall be measured under item no.-3 of Part-C.v.) If the communication between repeater panels & main FA panel is through loop cable, then the cabling shall be measured under the item no.-1 of Part-C. If the communication between repeater panels & main FA panel is through Cat5/Cat6 cable or any other means, then the same shall be included under the scope of Item no.1.2 of Part-A. |
| 373 | Intelligent Addressable Multi sensor Detector :Supply, installation, testing and commissioning of Vds approved Intelligent Addressable type multisensor detector with base for use as heat or smoke or combined both having integrated fault isolators, capability of soft addressing from panel & detecting all types of fires from TF-1 to TF-8 & all classes of heat as per EN-5,7 & 29 etc. all as per tender specification & as directed by Engineer in-charge. |
| 374 | Rate of Rise Heat Detectors (Thermal Detectors): Supply ,installation,testing & commissioning of Analog Addressable Heat Detectors with solid state design with sensing element combination of fixed type and rate of rise of temperature indicating LED, mounting base etc. as per detailed Specification. |
| 375 | Addressable Manual call point:Supply, installation, testing and commissioning of flush mounted Vds approved Addressable Manual call point , Double action - break glass type with Push Button, Loop powered , comprise of an electronic circuit in-built to provide addressing capability, having inbuilt fault isolators etc. all as per tender specification & as directed by Engineer in-charge.Note:i.) Scope of work includes breaking the wall, cutting the existing conduits if required, & placing the MCP at the location instructed by EIC, filling the leftover gaps in wall with cement, mortar & bricks etc. finishing by applying white cement & touch up painting of that area by roller/brush etc.ii.) if additional GI box is required for flush mounting of MCP then it shall also be considered accordingly under the scope. |
| 376 | Addressable loop powered Sounder :Supply, installation, testing and commissioning of Vds approved Addressable Loop Powered multi tone sounder with integrated fault isolators , having a sound pressure level of atleast 89dB at 1 meter distance, tone & volume adjustable from panel etc. all as per tender specification & as directed by Engineer in-charge. |
| 377 | Addressable loop powered Flasher :Supply, installation, testing and commissioning of Vds approved Addressable loop powered Flasher with inbuilt fault isolators having configurable flash rate adjustable from FACP etc. all as per tender specification & as directed by Engineer in-charge. |
| 378 | Remote Indicator:Supply, installation, testing and commissioning of Remote indicator having 360° view, for both wall mount and ceiling mount, controlled and powered directly via the alarm output of the fire detector or a suitable loop module etc. all as per tender specification & as directed by Engineer in-charge. |
| 379 | Addressable Control/Output module: Supply, installation, testing and commissioning of Vds approved Addressable Control/Output module containing atleast four relay outputs, each containing a potential-free contact with a fail-safe , in-built fault isolators etc. all as per tender specification & as directed by Engineer in-charge. |
| 380 | PA System |
| 381 | 24 Zone Network Controller (For Plot-5)Supply, Installation, Testing & Commissioning of EN54-16 certified, IP-based Digital Voice Evacuation and Public Address System Network Controller suitable for minimum 24 speaker zones, expandable for future requirements, capable of supporting minimum 2 supervised call stations and minimum 24 monitored loudspeaker circuits, complete with digital audio transmission and control data networking.The system shall provide speaker line supervision for short circuit fault, open circuit fault, ground fault and loudspeaker failure with automatic line isolation capability.The Controller shall include:a) Minimum 4 supervised audio inputs.b) Simultaneous multi-zone message delivery.c) Built-in emergency/business message storage manager.d) Input/output gain adjustment.e) Event and emergency priority handling.f) Zone status LEDs and system status LEDs. |
| 382 | g) Call station / paging microphone supervision.The controller shall provide supervision of cabling to connected system components, supervision of call stations, surveillance of signal paths, monitoring of individual modules within the system and overall fault indication complete as required, as per specification and as directed by the Engineer-in-Charge.The system shall be suitable for integration with the Fire Alarm System for automatic voice evacuation and emergency paging functions.Note:i) Scope of work shall include integration with Fire Alarm System with necessary cabling. Integration of PA System with Fire Alarm System shall be through network communication as per manufacturer's standards. |
| 383 | g) Call station / paging microphone supervision.The controller shall provide supervision of cabling to connected system components, supervision of call stations, surveillance of signal paths, monitoring of individual modules within the system and overall fault indication complete as required, as per specification and as directed by the Engineer-in-Charge.The system shall be suitable for integration with the Fire Alarm System for automatic voice evacuation and emergency paging functions.Note:i) Scope of work shall include integration with Fire Alarm System with necessary cabling. Integration of PA System with Fire Alarm System shall be through network communication as per manufacturer's standards. |
| 384 | PART - IV : FIRE FIGHTING WORKS |
| 385 | TERRACE BOOSTER PUMP AND REMOTE PUSH BUTTON STATION |
| 386 | TERRACE BOOSTER PUMP: Supply, Installation, Testing & Commissioning of Horizontal Centrifugal split casing Pumpset of 900 LPM @ 40 Meter Head, factory assembled & tested for rated capacity. The pump shall have C.I casing, Stainless Steel Shaft, Standard Fittings, Bronze/SS Impeller and factory fitted with manufacturer's recommended metallic coupling along with coupling guard and SS mechanical seal and anti vibration sheet. Motor shall be of IE-3 efficiency, TEFC, Squirrel Cage Induction type suitably rated, with synchronous speed not exceeding 3000 rpm, it’s electrical insulation shall be of Class-F and ingress protection rating shall be IP-55 and motor shall operate at 415 v +/- 10%, 50 Hz +/- 3%, 3 phase AC supply. The motor along with the pump shall be supplied by the pump manufacturer in assembled and balanced condition. The Pumpset shall be with MS common base frame and the pumpset along with the common base frame shall be of red colour only. The pumpset shall be installed on a suitable reinforced cement concrete foundation, which shall be sized as per the Departments's recommendation and approved drawing. All works shall be as per the tender documents, approved drawings and the instructions of Engineer In Charge. |
| 387 | Note: 1. Reinforced Cement Concrete pump foundation shall be constructed of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost is inclusive of of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 6 mm angle. 2. Along with SITC of pumpset, scope and the rate of this item also includes construction of the RCC foundation, readymade G.I anchor J-Bolts with G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (2 Nos. of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers per Foundation J- Bolt shall be provided), minimum 20 MM Thk. anti-vibration sheets of base area same as that of the pump foundation, construction of weather proof hood fabricated of 5 mm. thick UV stabilised FRP sheet with M.S frame support fabricated using M.S Angle of 50 mm x 50 mm x 6 mm Thk., above each pumpset to protect it from weather. 3. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 4. Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department. |
| 388 | REMOTE PUSH BUTTON STATION FOR TERRACE PUMPSupply, installation, testing and commissioning of 14 SWG MS CRCA sheet, remote ON/OFF push button enclosure, with ON / OFF indication lamps, IP 42, wall mounting type, powder coated with RAL 7032 shade complete with internal wiring with 1.5 sq.mm copper PVC FRLS wires etc. along with two runs of 1.1 kV grade multicore copper solid or stranded 4-core (4C) x 2.5 sq.mm conductor, PVC insulated, PVC inner sheathed, armoured cable between the remote push button station installed on each floor and the pump starter installed on the building terrace, complete with double compression stainless steel (SS) glands at both ends, 5 mm Thk. GI spacer supports fixed with coach screws or grounded in wall using anchor fasteners and 2mm thick GI fabricated saddles, fixing accessories, etc. |
| 389 | Note: 1) The Push Button Panel shall also comply with LT Panel item's description as given in Electrical Part of the BOQ, 2.) ON - OFF indication lamps shall be heavy duty LED type, 240V, 50 Hz, 2) PB station shall be lockable type to prevent unauthorized operation of the Booster Pump. 3) Item rate also includes the following; Supply, installation, testing, and commissioning of two runs of 1.1 kV grade multicore copper solid or stranded 4-core (4C) x 2.5 sq.mm conductor, PVC insulated, PVC inner sheathed, armoured cable between the remote push button station installed in the lift lobby in each floor and the pump starter installed on the building terrace, complete with double compression stainless steel (SS) glands at each cable end, 5 mm Thk. GI spacer supports fixed with coach screws or grounded in wall using anchor fasteners and 2mm thick GI fabricated saddles, fixing accessories, and providing brass cable number tags, all as per the technical specifications, drawings, and instructions of the Engineer-in-Charge (E-I-C). |
| 390 | MAIN ELECTRIC PUMPS AND REMOTE PUSH BUTTON STATIONS |
| 391 | MAIN ELECTRIC FIRE PUMPS: Supply, Installation, Testing & Commissioning of Horizontal Centrifugal Split Casing Pumpset of 2400 LPM @ 120 M Head, factory assembled & tested for rated capacity. The pump shall have C.I casing, Stainless Steel Shaft, Standard Fittings, Bronze/SS Impeller and factory fitted with manufacturer's recommended flexible metallic coupling along with coupling guard and SS mechanical seal and anti vibration sheet. Motor shall be of IE-3 efficiency, TEFC, Squirrel Cage Induction type suitably rated, with synchronous speed not exceeding 1500 rpm, it’s electrical insulation shall be of Class-F and ingress protection rating shall be IP-55 and motor shall operate at 415 v +/- 10%, 50 Hz +/- 3%, 3 phase AC supply. The motor along with the pump shall be supplied by the pump manufacturer in assembled and balanced condition. The Pumpset shall be with MS common base frame and the pumpset along with the common base frame shall be of red colour only. The pumpset shall be installed on a suitable reinforced cement concrete foundation, which shall be sized as per the Departments's recommendation and approved drawing. All works shall be as per the tender documents, approved drawings and instructions of Engineer In Charge. |
| 392 | Note: 1. Reinforced Cement Concrete pump foundation shall be constructed of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost is inclusive of of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 6 mm angle. 2. Along with SITC of pumpset, scope and the rate of this item also includes construction of the RCC foundation, readymade G.I anchor J-Bolts with G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (2 Nos. of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers per Foundation J- Bolt shall be provided), minimum 20 MM Thk. anti-vibration sheets of base area as that of the pump foundation. 3. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 4. Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department. |
| 393 | REMOTE PUSH BUTTON STATION FOR MAIN PUMPSupply, installation, testing and commissioning of 14 SWG MS CRCA sheet, remote ON/OFF push button enclosure, with ON / OFF indication lamps, IP 42, wall mounting type, powder coated with RAL 7032 shade complete with internal wiring with 1.5 sq.mm copper PVC FRLS wires etc. |
| 394 | Note: 1) 1) The Push Button Panel shall also comply with LT Panel item's description as given in Electrical Part of the BOQ, 2.) ON - OFF indication lamps shall be heavy duty LED type, 240V, 50 Hz, 2) PB station shall be lockable type to prevent unauthorized operation of the Booster Pump. 3) Item rate also includes the following; Supply, installation, testing, and commissioning of two runs of 1.1 kV grade multicore copper solid or stranded 4-core (4C) x 2.5 sq.mm conductor, PVC insulated, PVC inner sheathed, armoured cable between the remote push button station installed on the ground floor and the main pump starter installed on the basement/panel room in ground floor, complete with double compression stainless steel (SS) glands at both ends, GI supports fixed with coach screws or grounded in wall using anchor fasteners, 2mm thick GI fabricated saddles, fixing accessories, etc. This shall include painting of mild steel (MS) spacings, angles, and saddles, as well as providing brass cable number tags, all as per the technical specifications, drawings, and instructions of the Engineer-in-Charge (E-I-C). |
| 395 | JOCKEY FIRE PUMPSupply, Installation, Testing & Commissioning of Horizontal Centrifugal Split Casing Pumpset of 180 LPM @ 120 M Head, factory assembled & tested for rated capacity. The pump shall have C.I casing, Stainless Steel Shaft, Standard Fittings, Bronze/SS Impeller and factory fitted with manufacturer's recommended flexible metallic coupling along with coupling guard and SS mechanical seal and anti vibration sheet. Motor shall be of IE-3 efficiency, TEFC, Squirrel Cage Induction type suitably rated, with synchronous speed not exceeding 3000 rpm, it’s electrical insulation shall be of Class-F and ingress protection rating shall be IP-55 and motor shall operate at 415 v +/- 10%, 50 Hz +/- 3%, 3 phase AC supply. The motor along with the pump shall be supplied by the pump manufacturer in assembled and balanced condition. The Pumpset shall be with MS common base frame and the pumpset along with the common base frame shall be of red colour only. The pumpset shall be installed on a suitable reinforced cement concrete foundation, which shall be sized as per the Departments's recommendation and approved drawing. All works shall be as per the tender documents, approved drawings and instructions of Engineer In Charge. |
| 396 | Note: 1. Reinforced Cement Concrete pump foundation shall be constructed of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost is inclusive of of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 6 mm angle. 2. Along with SITC of pumpset, scope and the rate of this item also includes construction of the RCC foundation, readymade G.I anchor J-Bolts with G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (2 Nos. of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers per Foundation J- Bolt shall be provided), minimum 20 MM Thk. anti-vibration sheets of base area as that of the pump foundation, M.S frame for pump foundation (all as per Manufacturer's recommendations, specifications & drawings). 3. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 4 Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department. |
| 397 | DIESEL FIRE PUMP & DIESEL TANK WITH PIPING AND ACCESSORIESSupply, Installation, Testing & Commissioning of Horizontal Centrifugal Split Casing Diesel Pumpset of 2400 LPM @ 120 M Head, factory assembled & tested for rated capacity. The pump shall have C.I casing, Stainless Steel Shaft, Standard Fittings, Bronze/SS Impeller and factory fitted with manufacturer's recommended flexible metallic coupling along with coupling guard and SS mechanical seal and anti vibration sheet. Suitably rated water cooled Diesel Engine with radiator and fan, having speed not exceeding 1500 rpm, along with 12V/ 24V starting batteries, foundation bolts, coupling guard, anti-vibration sheet, proper alignment of pump with guages, standard diesel tank of 450 litres capacity that is fabricated out of 3 mm thick M.S. CRCA sheets with proper MS frame supports, Diesel tank level gauge with valve, and heavy class GI fuel supply pipe laid between tank and engine, exhaust piping facricated using 100 NB M.S Seamless class pipe with 50mm thick glass insulation and 1 mm thick aluminium cladding over it, including supply of bends and metallic expansion bellow upto the building terrace or as per instructions the of Engineer-In-charge. |
| 398 | The pump and diesel engine shall be supplied by the pump manufacturer in assembled and balanced condition. The Pumpset shall be with MS common base frame and the pumpset along with the common base frame shall be of red colour only. The pumpset shall be installed on a suitable reinforced cement concrete foundation, which shall be sized as per the Departments's recommendation and approved drawing. Supply of the required first charge of lubricants, fuel, distilled water for battery and other consumables related to diesel engine shall be included in this item's rate. The pump offered shall be of fire fighting duty and its characteristics shall be as per TAC and also as per IS 12469-1988 or its latest edition. The entire job shall be carried out as per relevant standards, specifications and drawings, site conditions and as per instructions of Engineer In Charge. Cost of all the items, accessories, fittings, tools and tackles, packings etc required to put pumping system into service shall also be included in rates quoted by the bidders. Cost of 100 MM Schedule 40 M.S Seamless pipe for use as exhaust pipe upto the top of the building or as instructed by Engineer in charge along with 50 MM thick insulation and aluminum cladding of 1 mm shall be included with this item. All works shall be as per the tender documents, approved drawings and instructions of Engineer In Charge. |
| 399 | Note: 1. Reinforced Cement Concrete pump foundation shall be constructed of M-20 by weight batching using graded stone aggregate of 20 mm maximum size including mechanical mixing and vibration, consolidation, finishing, curing etc. as specified and also including dewatering, if any, cost is inclusive of of form work, shuttering & steel reinforcement, including nozing all around by 50 x 50 x 6 mm angle. 2. The scope and rate of this item shall also include construction of reinforced cement concrete foundation, which shall be as per the Pump Manufacturer’s recommendation and drawing using readymade G.I anchor J-Bolts with G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (2 Nos. of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers per Foundation J- Bolt shall be provided), minimum 20 MM Thk. anti-vibration sheets of base area as that of the pump foundation, local control panel and interface with main Panel using 9CX2.5 MM copper control cable, including its termination with S.S glanding, fabrication of battery stand out of 50 MM X 50 MM X 6 MM M.S Angles.3. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 4 Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department. |
| 400 | DOMESTIC PUMPSETDesign, supply, installation, testing & commissioning of an Open Well Type Submersible pump and motor set that can be installed horizontally to give a discharge of 450 Lpm and total head of 90 m, having, C.I Impeller and casing aloong with SS shaft and driven by a 3‑phase, 415 V, AC, continuous-rated squirrel cage induction motor with class‑B insulation. Providing any supports required for the pump installation is within the scope of this item. The cost of all items, accessories, fittings, tools, and tackles for the installation of the pump into the underground tank, including packing, etc., required to put the pump into service, shall also be included in the rates quoted by bidders. Note: 1. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 2 Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department. |
| 401 | FLUSHING PUMPSETDesign, supply, installation, testing & commissioning of an Open Well Type Submersible pump and motor set that can be installed horizontally to give a discharge of 450 Lpm and total head of 90 m, having, C.I Impeller and casing aloong with SS shaft and driven by a 3‑phase, 415 V, AC, continuous-rated squirrel cage induction motor with class‑B insulation. Providing any supports required for the pump installation is within the scope of this item. The cost of all items, accessories, fittings, tools, and tackles for the installation of the pump into the underground tank, including packing, etc., required to put the pump into service, shall also be included in the rates quoted by bidders. Note: 1. Pump testing shall be carried out at the OEM's factory before it is dispatched to the site. 2 Pump testing shall be done at the site after the entire system has been installed as per the procedure instructed by the Department. |
| 402 | AIR CUSHION TANKSITC of air cushion tank (material IS 2062/2002) of 300 MM Inner Diameter & 1500 MM Height along with drain valve, tank isolation gate valve, air release valve and isolating ball valve all of PN 16 rating, provision for pressure switches, pressure gauges etc. including making inlet and outlet connection with M.S pipe of required length & dia from discharge header to air cushion tank, fixing properly and securing the same to the base etc. complete in all respect having painting including two coats of approved paint over a coat of primer. The tank shall be fabricated out of 8 mm thick M.S. sheet, shall be of cylindrical shape with 300 mm dia. and 1.5 m height. The tank shall be installed on suitable vertical legs fabricated using M.S Angles of 75 MM X 75 MM X 6 MM Thk. The legs shall be provided with M.S. plates of size 200 mm x 200 mm x 8 mm at their base. The legs shall be fixed to the floor using anchor fastener of atleast 100 MM length X 12 MM Dia. |
| 403 | Flange connection shall be provided for connection with discharge header. The fabrication drawings of the tank shall be submitted to Engineer In Charge and got approved by the department before fabrication. The tank shall be tested at 30 Kg/sq.cm. before installation. This item's rate shall also include SITC of all the piping & valves from the ACT to the discharge header, tank drain valve, air release valve, isolation gate valve for the tank, isolating ball valve for air release valve and M.S supports for the ACT . |
| 404 | PRESSURE SWITCHSupply, installation, testing & commissioning of suitable Pressure switch on air cushion tank, with a suitable range of pressures along with low & high pressure set points for starting and stopping of Firefighting Main Electric, Main Deisel and Jockey Pumps and conforming to relevant IS, specifications, complete in all respects as required & as per instructions of Engineer In Charge. NB.: 1) The pressure switches shall be mounted on Air Cushion Tank . 2) Copper control cabling of 4CX2.5 SQ.MM from pressure switch to the pump main panel, including it's termination on the panel side with SS glands shall be part of this item and no separate/extra payment shall be made for the same. |
| 405 | PRESSURE RELEASE VALVESupply, installation, testing and commissioning of Bronze/Brass Spring Loaded Pressure Release Valve on the discharge header of fire pumps of min. 40 mm dia, set with release pressure of 13 bar, installed in discharge header pipe as per relevant IS, complete in all respect as required & as per instructions of Engineer In Charge. |
| 406 | FOOT VALVESupply, installation and testing of CI, flanged type foot valves of 200 MM diameter, conforming to IS-4038, with strainers and gun metal parts inside foot valve, fixing the valve to the suction pipe that shall connect to the common suction header of the pump, including necessary jointing materials such as flanges, three ply rubber, adhesive, nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers bolts, washer etc as per specifications and as directed by Engineer In Charge. |
| 407 | G.I PIPINGSupply, installation, testing and commissioning of C-Class G.I. pipes conforming to IS‑1239, hot dip galvanised heavy‑class reducers, heavy‑class enlargers, HDG heavy‑class fittings (socket weld threaded tees, socket weld threaded bends, sprinkler sockets with inside‑threaded fittings for sprinkler connections: for details of fittings, refer to drawings), flanges (pipe flanges shall be atleast as thick as valve flanges) and jointing (screwed/welded/flanged), with G.I. bolts and nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers (two G.I. 2 mm Thk. washers per each set of bolt & nut) and all associated hardware. Pipes shall be finished with two coats of piping‑system red colour over two coats of red‑oxide primer. Horizontal pipes shall be supported from the ceiling using heavy duty G.I. pipe hangers (min. C/S thk. of 3 mm and min. C/S width of 10 mm for 80 NB pipes and above, for pipes below 80 NB the same shall be min. 2 mm and min. 9 mm respectively), G.I. tie‑rods with heavy duty/high performance drop-in expansion anchor fasteners and G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers. |
| 408 | Vertical pipes shall be supported at a maximum spacing of 1.25 m using G.I. U‑clamps, G.I. nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers and G.I wall brackets fixed to walls/columns using Min. 60 mm length 316‑grade SS screws and plastic screw anchor plugs; sizes of wall brackets & G.I. U‑clamps shall be as per instructions of EIC. All firefighting pipes delivered to site shall be supplied with factory made beveled ends. All works shall be carried out as per the tender documents, approved drawings and the instructions of the Engineer‑in‑Charge (EIC). |
| 409 | Note 1: Horizontal Pipe supports, G.I Tie Rod & Expansion Anchor sizes shall meet the following minimum requirements; 1. For 150 NB pipe; Max. Distance between two supports: 2 meters, Tie Rod diameter:12 MM, Expansion anchor for Tie Rod: Min 40 MM Length. 2. For 100 NB pipe; Max. Distance between two supports: 2 meters, Tie Rod diameter: 10 MM, Expansion anchor for Tie Rod: Min 40 MM Length. 3. For pipes below 100 NB; Distance between supports: 2 meters, Tie Rod diameter: 10 MM, Expansion anchor for Tie Rod: Min 40 MM Length. 4. For Sprinkler range pipes of length below 2 meters; Min. 1. No of support shall be provided with Tie Rod diameter of 10 MM and Expansion anchor for Tie Rod of Min 40 MM Length.Note 2: Items rates include G.I flanges, G.I reducers, G.I fittings, primer & painting, G.I drop-in expansion anchors, G.I fasteners, G.I pipe hangers, G.I tie rods, G.I U-Clamps, G.I Wall Brackets, SS screws & plastic plugs, etc. and no separate/extra payment shall be made for them.Note 3: Sprinkler Riser and Hydrant Riser shall be supported on separate wall brackets. Maximum vertical spacing between wall bracket supports of each riser shall be 1.25 meters.Note 4: Pipe flanges shall have equal thickness, bolt holes and bolt hole PCD as in their adjacent valves' flanges. |
| 410 | 150 NB C Class Pipe |
| 411 | 100 NB C Class Pipe |
| 412 | 80 NB C Class Pipe |
| 413 | 65 NB C Class Pipe |
| 414 | 50 NB C Class Pipe |
| 415 | 40 NB C Class Pipe |
| 416 | 32 NB C Class Pipe |
| 417 | 25 NB C Class Pipe |
| 418 | M.S SEAMLESS PIPE: Supply, Installation, Testing and Commissioning of MS seamless pipe of Schedule 40, conforming to ASTM 106 A, Grade B with seamless fittings, flanges, jointing, supports, painting with two coats of anti-corrosion paints over two coats of red oxide primer for laying above ground, providing wrapping with 4 mm thick PYPKOTE corrosion protection tape with adhesive as required on top of anticorrosive black paint for laying underground including all the hardware, with all works as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. All firefighting pipes delivered to site shall be supplied with factory-made beveled ends manufactured by the pipe manufacturer. The UG pipes shall be laid below ground such that the pipe top is at 900 mm below the ground.Note: Item rate also includes provision of 0.5 M X 0.5 M X 0.5 M sized PCC pedestals/thrust/anchor blocks for M.S seamless above ground pipes and specials with cement concrete 1:2:4 at intervals of 2.5 meters including form work, curing, finishing, G.I U-Clamps of minimum 10 mm C/S dia., of G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers etc. and also excavation & refilling of required depth and width that is required for laying underground pipes, and no separate/extra payment will be made for the same. |
| 419 | 200 NB |
| 420 | 150 NB |
| 421 | 80 NB (For Yard Hydrants) |
| 422 | 65 NB |
| 423 | 50 NB |
| 424 | Supply, installation, testing and commissioning of double flanged CI/Cast Steel Gate Valves matching of PN 1.6 rating, with non-rising stem conforming to IS-14846 with all necessary fittings like flanges, neoprene gaskets, G.I nut, G.I bolts, 2 MM Thk. G.I Washers, hardware, etc. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 425 | 200 MM |
| 426 | 150 MM |
| 427 | 100 MM |
| 428 | 80 MM (For Yard Hydrants) |
| 429 | 65 MM |
| 430 | Supply, installation, testing and commissioning of heavy pattern screw down Gun Metal Gate Valves of 50 NB conforming to Class 2 of IS : 778 with hand wheels at top including testing for a pressure of 16 kg/sq.cm. for two hours. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 431 | Supply, installation, testing and commissioning of double flanged CI/ Cast Steel, non return valves matching with respective pipe sizes, pressure rating PN 16, inline with IS 5312 or any relevant standard and made of C.I body including all necessary fittings flanges, neoprene gaskets, G.I nuts & 2 mm Thk. G.I washers, G.I Bolts & 2 mm Thk. washers for fixing with pipe, hardware, joints etc. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 432 | 200 MM |
| 433 | 150 MM |
| 434 | 100 MM |
| 435 | 65 MM |
| 436 | 50 MM |
| 437 | Supply, installation, testing & commissioning of double outlet SS hydrant landing valves conforming to IS-5290/BS-5041 having 80 mm diameter flanged inlet 63 mm diameter instantaneous type female outlet/outlets with hand wheel, SS blank cap & GI chain conforming to IS 901, twist release type plug including nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, bolts, 2 mm Thk. washers, gaskets with necessary fittings like Tees, elbows etc. including providing 80 mm diameter GI pipe heavy class conforming to IS 1239 of suitable length to extend the hydrant from downcomer making flanged/welded joints, testing the unit, painting the hydrant valve and the exposed portion of GI pipe with 2 coats of signal red paint of approved make over a coat of approved make of primer. The rate of this item also includes installation of orifice plate made of Stainless Steel having a thickness of 6 mm, using G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers and Bolts. The orifice plate shall have the same outer diameter and Bolt Hole PCD as the flange of the Hydrant Valve. The orifice plate shall have a bore of sufficient size for restricting the pressure at any hydrant as per fire brigade's requirement (Water pressure that is required at the outlet of the orifice plate shall be in the range of 4 bar to 5.5 bar and orifice bore holes shall be sized accordingly). All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 438 | Supply, installation, testing & commissioning of single outlet SS hydrant landing valves conforming to IS-5290/BS-5041 having 80 mm diameter flanged inlet 63 mm diameter instantaneous type female outlet/outlets with hand wheel, SS blank cap & GI chain conforming to IS 901, twist release type plug including nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, bolts, 2 mm Thk. washers, gaskets with necessary fittings like Tees, elbows etc. for Yard Hydrants and making flanged/welded joints, testing the unit, painting the hydrant valve and the exposed portion of pipe with 2 coats of signal red paint of approved make over a coat of approved make of primer. The rate of this item also includes installation of orifice plate made of Stainless Steel having a thickness of 6 mm, using G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers and Bolts. The orifice plate shall have the same outer diameter and Bolt Hole PCD as the flange of the Hydrant Valve. The orifice plate shall have a bore of sufficient size for restricting the pressure at any hydrant as per fire brigade's requirement (Water pressure that is required at the outlet of the orifice plate shall be in the range of 4 bar to 5.5 bar and orifice bore holes shall be sized accordingly). All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 439 | Providing & fixing rubber hose reel of 20 mm diameter x 37 m along with swinging drum along with high pressure braided rubber hose conforming to IS 884 including 8 mm diameter SS cut off nozzle on one end, wall mounting type, necessary brackets suitable suitable for wall mounting, fixing on downcomer including connecting the other end to the downcomer by providing necessary connecting nipple/coupling, nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, bolts etc. and providing & fixing 25 mm dia G.M. gate valve of approved make all complete including painting (the drum and brackets shall be painted with two coats of signal red enamel paint from outside and white enamel paint from inside). All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 440 | Supply, installation & commissioning of 1.6 mm thick MS sheet metal hose cabinet of size 750x650x250 mm for accomodating 02 nos. of hose pipes (measured & paid seperately under relevent SOQ item) and SS-304 branch pipe with nozzle. The box shall have front glass door lock with angle iron frame. The hose pipe box shall be fixed with Hilti make Anchor Fastner on the wall or nut bolts (in case of stand in open space) as shown in the drawing and as directed by EIC. The MS box shall be painted with two coats of signal red enamel paint from outside and white enamel paint from inside. The scope also includes supplying of gun metal / stainless steel branch pipe of 63 mm dia. fitted with detachable hexagonal nozzle of 19 mm dia. conforming to IS : 903 or universal pattern as per IS : 2871. The branch pipe with detachable nozzle shall be placed in the hose cabinet. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Note: 1. The Hose Box shall have a Key and a Keypocket. 2. Hose boxes for the yard hydrants shall be supported on M.S Frame fabricated out of M.S Angle of 50 MM X 50 MM X 6 MM Thk. |
| 441 | Supply and installation of Unlined Flax Canvas (hose pipe) for fire fighting conforming to RRL fire hose type A or Synthetic Fibre Woven-Jacket (SFWJ) Elastomeric fire hose type B conforming to IS:636 all with ISI marks as required and of approved make and of 63 mm dia & 15 mtrs length, fitted with male and female SS coupling confirming to IS:903, ISI marks with guaranteed bursting pressure of 35.7 kg/sq.cm. Each set shall comprise of 2 hose pipes. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 442 | Supply, installation testing and commisioning of pressure gauges of SS material with dial not less than 150 mm dia of appropriate range and complete in all respects with shut off SS valve, all fittings etc, duly calibrated before installation in MKS and FPS units and duly tested after installation. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 443 | Providing and fixing 20/25 mm dia PN - 1.6, Flanged, ISI marked air release valve on firefighting riser pipes conforming to IS - 14845 : 2000 along with Double Flange isolating ball valve (pressure rating PN 1.6) including making necessary flanged joints and providing all fitting materials nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, bolts etc. and providing T on the pipeline for its installation at site. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 444 | Proividing & fixing of Dry Chemical Powder (ABC) type fire extinguisher of 06 Kg capacity either portable or trolley mounted as per approved make fitted with pressure indicating gauge, internal tube, squeeze lever type valve fully charged with ABC powder (Mono Ammonium Phosphate) pressured by Nitrogen complete in all respects including wall suspension bracket and conforming to IS 15683-2006. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 445 | Providing & fixing of, CO2 type fire extinguisher of 6.5 Kg capacity either portable or trolley mounted, highly effective against B & C class of fire, having ISI certification mark, having flat base including valve, discharge hose & complete in all respects including initial fill with CO2 gas conforming to IS 15683:2006, wall suspension bracket as required & as per instructions of Engineer In Charge. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 446 | Providing & fixing of, F-500 type [Encapsulating Agent] fire extinguisher of 9 Kg capacity either portable or trolley mounted, highly effective against lithium-ion battery fires, having ISI/BIS certification mark, conforming to relevant Indian/Internationalstandards, wall suspension bracket as required & as per instructions of Engineer In Charge. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 447 | Providing & fixing of, AVD type (Aqueous Vermiculite Dispersion) type fire extinguisher of 9 Kg capacity either portable or trolley mounted, highly effective against lithium-ion battery fires, having ISI/BIS certification mark, conforming to relevant Indian/International standards, wall suspension bracket as required & as per instructions of Engineer In Charge. The Fire extinguisher shall be supplied and placed without any damage, scratches and loss of accessories. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 448 | SIAMESE CONNECTIONS FOR HYDRANT RISER, SPRINKLER RISER & FIRE BRIGADE INLET: Supply, installation, testing & commissioning of Siamese connections having four numbers of 63 mm diameter G.M/SS inlet (instantaneous male coupling) along with one number 150 mm diameter C.I. double flange non return valve of rating PN 16 conforming to IS 5312 and one number of C.I Gate Valve having rating of PN 16 and conforming to IS 14846 and fittings all connected to 150 mm diameter M.S/G.I pipe with necessary fittings including blank caps, flanges and joints, welding etc. and supplying and fixing of inlet housing box made out of 14 gauge M.S Sheet with angle and frame of suitable size and painting with two coats of synthetic enamel paint over a coat of approved primer over pipes and housing box and white enamel paint inside housing box. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. Note: 1. NRV and Gate Valve shall be paid separately. 2. The housing box shall be able to be locked with key and it shall have a key pocket for housing the key which all shall be provided at no separate/extra cost to the department. |
| 449 | Supply, installation, testing & commissioning of 15 mm dia recessed sprinkler with pendent head (spray type/sidewall type, as per drawings), K-80, UL & FM approved, with quartzoid bulb and set to operate at 68 deg Celsius, with rosette plate . Sprinkler shall be threaded to heavy class HDG socket type fittings, there shall be no weld joint between the sprinkler and its fitting. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 450 | Supplying, erecting and fixing in position Fire sprinkler Alarm Valve of appropriate sizes as per diameter of the risers and of HD / TYCO make with inlet and outlet connections pressure gauges etc. All works shall be as per the tender documents, approved drawings as well as the instructions of Engineer In Charge. |
| 451 | M.S Fabrication: Supply and fabrication of mild steel (MS) supports for above-ground firefighting pipes, including those installed on the outside walls of the building and MS seamless pipes in the pump room, with all works following the tender documents, approved drawings, and instructions from the Engineer In Charge (EIC); the item rate includes SS screw anchor fasteners (for installing supports on outside walls), plastic screw plugs, GI anchor fasteners (for installing supports on the pump room's floor), GI U-clamps, and GI nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers, and no separate payment shall be made for the same. For pipes on outside building walls, supports shall be fabricated from 50 mm x 50 mm x 6 mm MS angles shaped as an 'L'(agency shall submit design and drawings of supports for approval of EIC before fabrication), these supports shall be mounted on walls using 3 nos. of M10 size SS screw anchor fasteners and plastic screw plugs of at least 100 mm length and maximum spacing between consecutive supports shall be 2 meters, and pipes shall be secured on these supports using GI U-clamps with a 10 mm C/S and GI nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers . |
| 452 | For pipes in the pump room, supports shall be fabricated from MS ISMC 150/ISMC 100 channels or ISMB 150/ISMC 100 I-beams (agency shall submit design and drawings of supports for approval of EIC before fabrication) with MS base plates of 250 mm x 250 mm x 10 mm thickness, the base plates shall be fastened to the floor using 4 nos. of M10 size GI anchor fasteners of at least 80 mm length, spacing between two consecutive supports shall be as per EIC instructions, and the seamless pipes shall be secured on the M.S supports using GI U-clamps with a 12 mm (C/S) and G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers. All the supports shall be painted with two coats of primer and two coats of black paint. The items' rate is inclusive of the M.S angles, fabrication, SS Screw anchor fasteners, screw plugs, G.I anchor fasteners, G.I U-clamps, G.I nuts & 2 mm Thk. G.I washers & 2 mm Thk. washers and painting of the M.S supports and no separate/extra payment shall be made for the same. |
| 453 | PCC Pedestal: Providing PCC pedestals /thrust /anchor block of required sizes for terrace pipes, underground pipes, fire hose boxes for yard hydrants etc. and specials with cement concrete 1:2:4 at required intervals including form work, curing, finishing etc. complete in all respect as as per standard specifications and as instructed by Engineer-In-Charge. |
| 454 | Water Curtain System: Supply, installation, testing, and commissioning works of water curtain system that shall include the following; water curtain nozzle, Min. PN 16 rated 100 NB solenoid-operated deluge valve, Min. PN 16 rated flow switch (flow sensitivity range from 4 to 10 GPM), deluge valve local control panel (DVLCP), deluge valve trim consisting of solenoid valve/actuator for DV operation, test and alarm trim, drip and drain trim and DVLCP’s integration with the fire alarm control panel (FACP) given under electrical works of this tender, communication cables between the flow switches & DVLCP and also between FACP & DVLCP, solenoid releasing circuit cables between the DVLCP and DV (2-core 2.5 sq.mm stranded copper FRLS type), and associated fittings, flanges, manual release and shutoff mechanisms, switched-mode power supply (SMPS), standby batteries, and enclosure hardware.This system shall operate as a deluge valve-operated double-interlock arrangement. Water curtain nozzles shall be constructed from stainless steel. The deluge valve shall have a body made of ductile iron and shall feature corrosion-resistant trim. Deluge valve shall also include a manual release mechanism, |
| 455 | a manual shutoff, and a 24 VDC solenoid operator rated for 0.5 to 1.0 A, with the solenoid receiving its 24 VDC power from the DVLCP and it shall incorporate earthing for its metallic housing using 8 SWG G.I. wire (approximately 4.06 mm diameter, equivalent to 13 sq.mm cross-section) connected to the DVLCP earthing terminal and the building's main earthing system via bolted or crimped terminations with anti-corrosion coatings, ensuring protection against electrical faults and shocks. The DVLCP shall incorporate a reliable switched-mode power supply (SMPS) to convert the primary 230 VAC supply to DC, ensuring stable operation. The flow switch shall be a UL/FM listed vane or suitable type, installed on 150 NB pipelines, with a retard of 50 seconds and dry contacts rated at 15 A @ 125/250 VAC or 2 A @ 30 VDC. The detailed system integration shall involve establishing a connection between the DVLCP and the FACP (provided under electrical works), where the DVLCP shall receive a fire/smoke signal valve from the FACP upon fire detection and it shall energise the solenoid of deluge valve to open the valve. The activation of the DVLCP shall employ ‘AND’ logic, requiring signals directly from both the flow switch (indicating water flow with a 50-second retard) and the FACP (indicating fire detection or smoke detection) before energizing the solenoid to open the deluge valve. |
| 456 | Where two fire shafts are present inside one building there the DVLCP shall be capable of accepting and processing input signals from two independent flow switches corresponding to two sprinkler shafts/zones. The DVLCP shall include power supply monitoring, valve open feedback, manual open and reset controls, and volt-free contacts for reporting status back to the FACP. For personnel and equipment safety, the DVLCP shall incorporate essential features such as proper earthing connections using 8 SWG G.I. wire from the enclosure, SMPS chassis, and metallic components to a dedicated earthing pit or the building's main earthing system via supports and terminations as given under electrical works of this tender, with anti-corrosion coatings and to prevent electrical shocks and ensure safe dissipation of fault currents, overvoltage and overcurrent protection in the SMPS to safeguard against power surges or shorts. Standby batteries with automatic switchover from main supply to battery supply upon loss of power and back to main supply when it is restored shall also be included. Work shall also include low-battery alarms for uninterrupted operation during mains failure (providing at least 24 hours of backup), ground fault monitoring to detect wiring issues, tamper-evident seals and keyed switches on manual controls to prevent unauthorized access, temperature monitoring to avoid overheating, self-diagnostic indicators |
| 457 | (e.g., LEDs or displays) for real-time fault detection. The DVLCP enclosure shall be IP55 rated and powered from 230 VAC at 50 Hz sourced from the main electrical distribution panel / fire protection panel via 3-core (live, neutral, earth) 2.5 sq.mm multi-strand armoured, copper FRLS cables with insulated tinned copper lug terminations, SS glanding, and a 6-10 A MCB for overload protection to ensure minimal voltage drop (<3%) and equipped with SMPS. The cable from the DVLCP to the DV for releasing the solenoid shall employ 3-core 2.5 sq.mm stranded copper FRLS cable along with terminations and SS glanding. The system shall undergo hydrostatic testing at 1.5 times the working pressure, functional testing to verify the double-interlock logic and integration between components, and water flow tests to confirm the nozzle discharge pattern and complete curtain coverage. All panel indications, alarm reporting to the FACP, and overall system performance shall be verified and documented. Along with supply, installation, testing and commissioning of the D.I Deluge Valve with various trim parts, DVLCP, water motor gong bell, and the flow switch and their integrations as described above this item rate also includes supply, installation, testing and commissioning of SMPS system, back up batteries, and any other equipment that is required for putting this system into operation, |
| 458 | whether such an item has been explicitly included under this item or not, and no separate payment shall be made for them. Communication cable along with their end terminations etc. between the FACP and DVLCPs, and between DVLCPs and respective flow switches, shall be laid as per the relevant item under electrical works that pertains to connecting the smoke/heat detectors with the FACP in a loop, and payment for this shall be made under the same item under electrical works. |
| 459 | Ductile Iron Deluge Valve, Horizontal/Vertical Mounted, Flanged ANSI B16.5 with DI Clapper & SS Seat along with following; Wet Pilot Trim with Test & Alarm Trim and Drip & Drain Valve, UL Listed Water Motor Gong Bell, Weather Proof 24 VDC Electrical Release Trim Assembly for Deluge Valve with Two way Solenoid Valve, Deluge valve local control panel of IP55, MOC: CRCA (Mild Steel)-1.6mm(thk), Size:250mm(W)x250mm(H)x150mm(D), RAL3001, 2 Lamps(Red & Green each), 2 Push buttons(Red & Green each), with screwed terminals & gland plate. |
| 460 | UL Listed Flow Switch for 150 NB Sprinkler Pipe. |
| 461 | UL listed 15 mm S.S Water Curtain Nozzle [K-Factor Range of 75-85].Note: The water nozzle shall be threaded to heavy class HDG socket type fittings as shown in the drawings, there shall be no weld joint between the water curtain nozzle and its fitting.The rate of the nozzle includes the HDG fitting and no separate/extra payment shall be made for the same. |
| 462 | Cabling: Supply, installation, testing & commissioning of 1.1 KV grade FRLS, multicore copper solid / stranded armoured cables with PVC insulation of 3C X 2.5 Sq.MM with PVC outer sheath, between main electrical panel / fire panel and all the DVLCPs as well as between all the DVLCPs and respective DVs for releasing/energizing the solenoids. Rate of this item includes laying the cables on existing cable tray/surface on 5mm thick GI spacer and 2 mm thick G.I saddle for supports with G.I screws/anchors at a distance of 300 mm, providing brass cable number tag as per enclosed detailed specifications & as per instructions of the E-I-C .The rate also includes end connections at both ends with double compression SS Glanding. |
| 463 | Earthing: 8 SWG GI strip/wire fixed to wall/side of trench/ slab/column/beam/shaft for DVLCPs, Solenoid actuator/valve’s enclosure for the DVs and flow switches’ enclosure along with all their terminations and supports with 5mm thick G.I spacers & 2 MM thick GI saddles. Earthing works for DVLCPs, Solenoid actuator/valve’s enclosure for the DVs and flow switches’ enclosure along with all their terminations and supports, shall be laid as per the description of relevant item under electrical works. |
| 464 | SUBMERSIBLE DEWATERING PUMPSupply, Installation, Testing & Commissioning of Submersible dewatering pumpset to give discharge of 100 LPM and a total head of 10 M, that operates on 3 phase, 415 V AC supply. It shall be continuous rated squireel cage induction motor with Class-B insulation, it shall have a 40 mm dia. outlet GM gate valve installed on the discharge 40 NB C-Class G.I delivery pipe of upto 15 meters length with all necessary fittings, flanges, jointing, supports & painting etc. complete in all respects and as directed by Engineer - In - Charge. Cost of all items, accessories, fittings, tools and tackles, pit for installation of pump into U/G tank, packing etc. required to put the pump into service shall also be included in this item's rate and no extra payment shall be made for the same. |
| 465 | Y-Strainer: Supply, installation and testing of 'Y' strainer of 100 NB made out of cast iron, with perforated brass filter fixed, in position, to flange or pipe with nut bolts, gaskets, washers etc. in an approved manner, complete in all respect as per drawing, as directed by EIC. |
| 466 | TOTAL OF PART - IV : FIRE FIGHTING WORKS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 29 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
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