Tender For Up Gradation Of 22 Kv Rpl And Lco Substation At Brit/Barc Vashi Complex, Vashi, Navi Mumbai - 400703.
Tender Value
14.46 Lakhs
Estimated cost
Bid Submission
30 Oct 2026
2 days left
EMD
28921
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
Thane → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Up Gradation Of 22 Kv Rpl And Lco Substation At Brit/Barc Vashi Complex, Vashi, Navi Mumbai - 400703.
BOQ
| Sl. No. | Item Description |
| 1 | Tender Inviting Authority: Chief Executive, BRIT Name of Work : Up gradation of 22 KV RPL and LCO Substation at BRIT/BARC Vashi Complex, Vashi, Navi Mumbai - 400703. NIT No: BRIT/ES/ELE/2022-23/NIT-01 Date- 17/09/2022 Common Notes 1) Bidders are requested to note that they should necessarily submit their financial bids in the format provided and no other format is acceptable. If the price bid has been given as a standard BoQ format with the tender document, then the same is to be downloaded and to be filled by all the bidders. Bidders are required to download the BoQ file, open it and complete the BLUE coloured (unprotected) cells with their respective financial quotes and other details (such as name of the bidder). No other cells should be changed. Once the details have been completed, the bidder should save it and submit it online, without changing the filename. If the BoQ file is found to be modified by the bidder, the bid will be rejected. 2) Bidders are advised to download this BOQ as it is and quote their offer/rates in the permitted column and upload the same in the commercial bid. Bidder shall not tamper/modify downloaded price bid template in any manner. In case if the same is found to be tempered/modified in any manner, tender will be completely rejected and EMD would be forefeited and tenderer is liable to be banned from doing business. 3) All the documents being submitted by the bidders would be encrypted using PKI encryption techniques to ensure the secrecy of the data. The data entered cannot be viewed by unauthorized persons until the time of bid opening. The confidentiality of the bids is maintained using the secured Socket Layer 128 bit encryption technology. Data storage encryption of sensitive fields is done. Any bid document that is uploaded to the server is subjected to symmetric encryption using a system generated symmetric key. Further this key is subjected to asymmetric encryption using buyers/bid opener’s public keys. Overall, the uploaded tender documents become readable only after the tender opening by the authorized bid openers. Important Notes 1) The proposed work to be carried out for BRIT/BARC Vashi Complex, Vashi, Navi Mumbai - 400703. 2) The tenderers are advised to visit the site to acquaint themselves, about the level of sub-soil water, accessibility to the site etc., and quote the rates accordingly. 3) All the items of sub-structure include the cost of dewatering and shoring during the progress of work, till its completion without any extra cost to the Department. 4) PPC / Blended cement of recommended brand shall only be used for all masonry and finishing works unless otherwise specified. 5) Quoted rate shall hold good for plain/ curved/ any other geometric shapes & sizes of all structural/ RCC members including form works, masonry, flooring, doors & windows, plastering, painting etc. at all leads, levels, lifts and floors including scaffolding, bracing, multilevel staging etc., unless otherwise specified. Nothing extra shall be entertained towards wastages of materials, additional labours / tools & plants etc. to achieve the required shapes & sizes etc. 6) Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from statutory authority, if any shall be borne by the contractor. 7) The Contractor shall provide barricade consisting of MS angle / pipe posts runners, bracing & corrugated GI sheet of approved colour for a height upto 3m to separate the working area, maintaining the barricade in good condition including removing the same after completion of the work without any cost to Department. Prior written approval of Engineer in Charge of the sketch / drawing showing details of barricading shall be obtained by the contractor. Barricading including gates etc. around the site as per instruction of Engineer in Charge must be completed before commencement of the work. No work shall be allowed unless the barricading is completed to the satisfaction of the Engineer in Charge. A certificate from the Engineer in Charge must be submitted by the contractor for completion of barricading along with 1st RA bill for releasing the payment. 8) 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. 9) While transporting materials to & fro in 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. 10) The following security regulation shall be followed strictly while movement of labourers/workers/ contractor's personnel etc. (i) The contractor shall issue I-Cards to his workers deployed on regular basis. (ii) The supervisor of the contractor having photo pass can bring daily wage workers/ casual workers inside BRIT/BARC Vashi Complex 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 the duplicate, on daily basis. (iii) Contractor shall arrange for Police Verification Certificate (PVC) for permanent labour and supervisors on the work as required by Local Authorities. (iv) 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. (v) The daily wage workers/ casual workers employed by the contractor must wear florescence High-Visibility wear without fail during their presence inside BRIT/BARC Vashi Complex, Vashi, Navi Mumbai. 11) The contractor shall follow strictly the DAE safety rules . 12) The drawings issued for tender purpose are preliminary and indicative only. The working drawing shall be issued in phased manner at the time of execution. Nothing extra shall been entertained towards revision in drawings. 13) The contractor shall be arranged water and electricity for construction purpose of free of cost. 14) The schedule of quantities include contingent works for other services. Accordingly the contractor shall carry out all related works such as making cut outs, nitches, pipe sleeves, foundation pockets for foundation bolts etc. in concrete / brick works as and when required by Engineer in charge without any extra cost to the Department. 15) 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 Municipal Corporation 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) Royalty for excavation, transportation, filling of earthwork etc. including obtaining Royalty for excavation, transportation, filling of earthwork etc. including obtaining permission from statutory authority shall be borne by the contractor. ii) Contractor shall strictly follow the statutory rules and regulations of the Construction and Demolition Debris Management Plan for project site. iii) Surplus Excavated materials shall be disposed from construction site at approved disposal ground of Municipal Corporation including cost of necessary statutory charges, applicable. iv) Construction debris shall also be disposed from construction site at approved disposal ground of Municipal Corporation including cost of necessary statutory charges, applicable. v) Contractor shall submit acknowledgement of challan for each trip for unloading of Construction and Demolition waste material as per the standard format. vi) 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. 16) Please refer pre bid clarification , if any. 17) Approval from CEA will be responsibility of contractor/OEM. The work shall not be deemed to have been completed until the above approvals / certificate etc. have been obtained by the contractor. |
| 2 | Providing, applying wall painting two coats with Lustur paint of approved brand to give an even shade over a coat of cement primer including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 3 | Providing and applying white cement based wall putty of approved make over concrete or Plastered surface up to 3 mm thick to get uniform surface free from undulation including cleaning complete all as directed by the Engineer-in-charge |
| 4 | Providing and applying one coat of cement primer of approved brand on wall surface to receive specified paint including scaffolding complete all as per specifications and as directed by Engineer-in-charge |
| 5 | Removing white or colour wash, distemper, external paint by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete all as directed at site including scaffolding, cleaning of the areas. |
| 6 | Providing, applying one coat of primer with ready mixed red oxide primer of approved brand and manufacturer on steel works including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 7 | Providing and Painting two coats of synthetic enamel paint on steel surfaces of approved brand and manufacture to give an even shade over a primer coat.including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge |
| 8 | Providing and fixing double tubular scaffolding system using H- frames with cup lock type on the exterior side upto seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and as approved by the Engineer -in - charge. The elevational area of the scaffolding shall be measured for payment purposes. The payment shall be made once irrespective of duration of scaffolding |
| 9 | Providing and repairing to internal plaster in cement mortar 1:4 (using river sand) of thickness 12 mm to 20 mm in patches of area up to 2.5 sq metres including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls, including disposal of rubbish to the dumping ground within 50 metres lead |
| 10 | Providing and repairing to internal plaster in cement mortar 1:4 (using crushed sand) of thickness 12 mm to 20 mm in patches of area up to 2.5 sq metres including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls, including disposal of rubbish to the dumping ground within 50 metres lead |
| 11 | Providing and laying (IPS Flooring) cement concrete flooring 1:2:4, using crushed sand 50 mm thick finished smooth to the required level, finishing with a floating coat of neat cement including cement slurry, providing and fixing 30 X 3 mm glass strip, curing, cleaning the surface neatly at the time of handing over the area complete as per specifications and drawings as directed by the Engineer in charge |
| 12 | Removing glass panes including removing damaged glass and replacing with new glass, including putty and nails wherever necessary in wooden partitions / wooden doors Plain float glass panes of thickness 5.00 mm |
| 13 | Manufacture, supply and installation of louvers made of 4 mm thick aluminium composite panels of approved make in the external vertical face and flush with the facade system for inlet of fresh air as per the design / details including all necessary aluminium (with minimum 25 micron thick anodisation) frames, sub frames, peripheral flashings to avoid any ingress of water inside the building with stainless steel bird wire mesh on the inside etc. complete as per details in approved shop drawing and specifications |
| 14 | Providing and laying water proofing treatment in sunken portions of WCs, bath rooms etc. by appying cement slurry mixed with water proofing cement compound consisting of applying: (a) 1st layer of slurry of cement @ 0.488 kg / sq.m mixed with water proofing cement compound @ 0.253 kg per sq.m. including injecting cemnt slurry .This layer will be allowed to air cure for 4 hours. (b) 2nd layer of slurry of cement @ 0.242 kg / sq.m mixed with water proofing cement compound @ 0.126 kg / sq.m. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with cement slurry. Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (using crushed sand) admixed with proprietary water proofing compound conforming to relevant IS and approved by Engineer-in-charge including mixing 'RECRON 3S' fibre at the rate of 125 grams per 50 kg of cement in top layer of plaster and finally finishing the surface with trowel with neat cement slury in bottom and all the sides of sunken portion. complete as directed by the Enginer-in-charge. The treatment to be tested for water tightness before filling the sunken areas. |
| 15 | Providing structural repairs in old damaged concrete structures / surfaces with approved Polymer with following operations 1) Removal of loose/Spalled or damaged concrete by chipping and cleaning the concrete surface and reinforcement steel with wire brush and with water 2) Cleaning the re bars with Acetone for complete rust removal and washing with water to make the surface clean. 3) Applying protective coat / bond coat using polymer and cement in the proportion of 1; 1.5 (1 part of polymer and 1.5 parts of cement in synthetic enamal paint like consistancy with brush 4) Reinstate the area with polymer modified mortar in layers of maximum 20 mm with the proportion of Cement 50 Kg : washed and dried river sand 87.50 kg ; silica sand 37.50 Kg. mixed with 10 litres of Polymer (or 1 Kg cement : 1.75 kg washed and dried river sand ; 0.75 Kg silica sand : 200 ml polymer)5) If thickness of repair exceeds 20mm , after every 20 mm thick repair, bond coat as per 2 above to be applied and further thick of repair to be continued for each layer. This work is inclusive of all materials, labour, complete all as directed at site using approved polymer suitable for structural repair shall be used) |
| 16 | Extra over the cost of rolling shutters for providing and fixing motorized arrangements( with remote & manual operation) including designing, control panels, limit switches,required wiring and cables from panel to motor and required size of shaft etc of approved make all as per standard specifications including commisioning and testing complete as directed by the Engineer-in-charge.(only power supply point will be provided) For rolling shutters up to 15.00 sq.m opening area. |
| 17 | Providing, wall painting with one coat on old work Luster paint of of approved make to give an even shade including preparation of the surfaces, scaffolding complete. as per specifications and as directed by the Engineer-in-charge. |
| 18 | Providing and Fixing 3.00 mm thick Homogeneous PVC sheet / tile in flooring and skirting of aproved make in approved pattern on a smooth and damp prrof base using rubber based adhesive of approved quality and manufatrer like Dunlop-S -758, Fevicol SR 998, PolyGrip SP or equivalent including levelling small undulations with plasterof paris if required, rolling with light wooden roller weighing about 5 kg all complete as directed by Engineer-in-charge in approved colour and shade |
| 19 | Providing and fixing IS: 3564 marked aluminium die cast body tubular type universal hydraulic door closer of approved make with necessary accessories and screws etc. in wooden doors / steel doors with necessary bolts & nuts complete as per specifications and as directed by the Engineer-in-charge. |
| 20 | Providing and fixing double action hydraulic floor spring of approved brand and manufacturer (conforming to relevant Indian Standard) for doors including cost of cutting floors as required, embedding in floors and cover plates with M.S pivot and single piece of M.S sheet outer box with slide plate etc. complete as per directions of Engineer-in-charge with brass cover plate Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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