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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical responsive |
| 2 | Accepted-Technical MOONLIGHT APARTMENT MAHAKALI CAVES RD CH ANDHERI EAST MUMBAI 400093 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400093 | Accepted-Technical responsive |
| 3 | Accepted-Technical 304 VELENTINE TOWER FILM CITY ROAD MALAD E MUMBAI 400097 | MUMBAI | MUMBAI | MAHARASHTRA | 400097 | Accepted-Technical responsive |
Tender Value
₹3.0 L
EMD Value
₹3,000
Closing Date
18 Jul 2026, 5:05 pmClosed
dy he maint
566 n m joshi marg bycullas west mumbai 400011
Replacement of the existing corroded chequered plate platform and its support and allied works at Chinchbunder Maidan Reservoir pumping station under AEMWWCITY2
2026_MCGM_1317313_1
DY.HE/3110/MAINT DTD 04.06.2026
Open Tender
Metal Fabrication
Percentage
45 days
chinchbunder maidan reservoir
as per dq
2 documents required · 2 mandatory
₹472
₹3,000
3 Aug 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
18 Jul 2026
13 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 50 x 50 x 6 mm of M.S.angle. | - | MTR | - | - |
| 1.02 | Flat bars 50 mm x 6 mm thick. | - | MTR | - | - |
| 1.03 | Providing, detailing, fabricating and fixing at desired location using M.S. chequered Plates of any thickness and of grade Fe 250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), including transporation of the same to site, erection at all heights and levels, provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, and all necessary operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burr and preparing surface for painting with wire brush cleaning and applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge. (12.5 x 2=25 sqm. (5 mm thick chequered plates) 1sq.m = 40 kg. appx.(total weight=25*40 =1000 kg) | - | MT | - | - |
| 1.04 | Providing, detailing, composite fabricating members like Trusses, N-girders, girders, bracings, supports, purlins, runners, and similar structural steel members fabricated using M.S. hollow tubular steel sections (circular & rectangular pipes), of TATA Structura Make or equivalent conforming to IS 1239 part 1 and 2 and of grade Fe 250 as per specifications and approved fabrication drawings (which are to be prepared by Contractor and got approved from Engineer), including transportion of the same to site, erection of structural steel members for all heights & at all levels, provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, base plate, and all necessary operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding,
grinding, removing the welding burr and preparing surface for painting with wire brush cleaning and applying two coats of epoxy red oxide zinc phosphate primer of 30 microns each and two coats of Epoxy Corrosion Resistant Enamel paint of 30 microns after fabrication including touching up with spray painting after erection etc complete as directed by Engineer In Charge ( ISMB100). Weight per meter=8.9 kg/m. Total length Required-30 Mtr. | - | MT | - | - |
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