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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-AOC | L1 | Accepted-AOC Being lowest | |
| 2 | L2₹30.5 L+₹67,451 (2.26%)Rejected-Finance NOT AVAILABLE | L2 | Rejected-Finance Being not lowest | |
| 3 | L3₹30.9 L+₹1.0 L (3.50%)Rejected-Finance 5 6 MINTO ROAD ALLAHABAD 211001 | PRAYAGRAJ | UTTAR PRADESH | 211001 | L3 | Rejected-Finance Being not lowest | |
| 4 | L4₹31.5 L+₹1.6 L (5.39%)Rejected-Finance 0 0 0 NEAR DAK BUNGLOW NH 1 A NH 1A UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L4 | Rejected-Finance Being not lowest | |
| 5 | L5₹33.0 L+₹3.2 L (10.7%)Rejected-Finance A 303 SHREE KRISHNA COMPLEX CO OP HSG SOC LTD WESTERN EXPRESS HIGHWAY OPP NATIONAL PARK BORIVALI E MUMBAI 400066 | MUMBAI SUBURBAN | MAHARASHTRA | 400066 | L5 | Rejected-Finance Being not lowest |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
25 Jan 2025, 6:00 pmClosed
Kameshwar Prasad, IDSE, EE
GE (W) Colaba, Mumbai
SPL REPAIR TO FOOTPATH AND INTERLOCKING TILES NEAR JCOS SINGLE LIVING ACCN INFRONT OF BLDG NO P-1,P-2,P-3,P-12 AND P-15 OF 15 ASSAM AND ROOF AT 3RD FLOOR OF BLDG NO P-104 IN S AND T COMPLEX UNDER GE (W) COLABA, MUMBAI
2025_MES_691869_1
8936/E8
Open Tender
Civil Works
Item Rate
180 days
GE (WEST) COLABA MUMBAI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE (W) Colaba, Mumbai
₹96,000
Yes
20 Feb 2025
4 Jan 2025
27 Jan 2025
4 Jan 2025
25 Jan 2025
18 Jan 2025
Amount
Demolition of stone slabs and tiles of any description or thickness in floors, aprons etc laid, bedded and pointed in any mortar and removal of rubbish off the site all as specified and directed.
Demolition of cement concrete in ground floor & paving n. exc 15 cm thick (below or above GL) un-reinforced all as specified and directed.
M&L PCC 1:4:8, type- D2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete all as specified and directed.
M&L PCC 1:3:6, type- C2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete all as specified and directed.
M&L crushed stone sand filling under precast interlocking paver blocks including watering and ramming and joints filled with sand and all other similar works all as specified and directed.
M&L heavy duty external floor tiles 15-16 mm thick of size 600x600 mm of matt finish, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles laid over 15 mm thick screed bed in CM 1:6 all as specified and directed.
M&L for taking down and refixing of interlocking tiles including prepration of sub base and also including 25mm thick (compacted) sand cushioning including watering and ramming and joints filled with sand all as specified and directed.
M&L rubber moulded glossy finish precast concrete interlocking paver block of any shape and size confirming to IS 15658 -2006 of 60 mm thickness, M-40 Grade laid over sand cushning including compaction of paver blocks using surface vibrator all as specified and directed. Note :- Sand cushioning shall be paid separately under relevant item.
M&L for chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors all as specified and directed.
Demolition and breaking up drain pipes of dia 150 mm (Salt glazed stone ware, AC or Reinforced concrete) set in cement mortar all as specified and directed.
Demolition and breaking up drain pipes of dia 200 mm (Salt glazed stone ware, AC or reinforced concrete) set in cement mortar all as specified and directed.
Demolition of PCC in ground floors and pavings n exc 15 cm thickness (below or above ground level) all as specified and directed.
Excavation in trenches n exc 1.5 m width n exc 1.5 m depth and getting out in any type of soil all as specified and directed.
S&F Reinforced concrete pipes, class NP3, 200 mm dia laid and jointed all as specifed and directed.
S&F Reinforced concrete pipes, class NP3, 150 mm dia laid and jointed all as specifed and directed.
M&L PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) for concrete bed to drain pipes of bore dia 150mm including packing under and completely surrounding pipes with concrete after they are laid and tested all as specified and directed.
M&L PCC 1:3:6, type C2 (using 40mm graded crushed stone aggregate) for concrete bed to drain pipes of bore dia 200mm including packing under and completely surrounding pipes with concrete after they are laid and tested all as specified and directed.
S&F joist, channel, angle, or tee sections, or MS Flats fixed independantly without connecting plates, etc. Fe 410-W (Gde-E- 250) quality- A (cut to ordinary lengths i.e within 20mm of length indicated) as in frame work for Galvalume / CGI chajjas all as specified and directed.
M&L PCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, all as specified and directed.
Demolition of brickwork or stone/ boulder masonry, built in cement or cement lime mortar including all quoins, arches, pillars, etc. but excluding ashlar facings, dressed stonework and precast concrete articles all as specified and directed.
M&L Brick work with sub- class ‘B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 all as specified and directed.
All as per item No.21 above but except bricks using old bricks received from demolition under item no 21 all as specified and directed.
M&L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4, surfaces finished surfaces even and smooth (without using extra cement) all as specified and directed.
M&L PCC 1:3:6, type C2 (using 40mm graded crushed stone aggregate) as in surface channels and drains all as specified and directed.
Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern in roof coverings all as specified and directed.
Dismantling mild steel work of any description not otherwise provided all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for all as specified and directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for all as specified and directed.
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.
S&F structural steel work in tubular/square tube trusses including special shaped washer, gusset/bearing plate using ERW or induction butt welded tubes conforming to I.S.1161-1979 grade St.-240 all as specified and directed.
S&F Plain, black, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) all as specified and directed.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment all as specified and directed.
M&L for preparation of new steel surfaces of any description over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.
M&L PCC 1:2:4, type B2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete all as specified and directed.
Dismantling of floor hearth or wall tiling including cement mortar bedding but not backing and removing rubbish off the primises all as specified and directed.
M&L Non - skid Ceramic tiles 7 to 8 mm thick area of each tile exc 0.18 sqm but not exc 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shades of the tiles all as specified and directed.
M&L for Screed bed or bedding layer of mortar 15 mm thick in cement mortar (1:6) for laying floor finishes all as specified and directed.
M&L for complete removal of existing treatment and applying two coats of oil bound distemper over a coat of alkali resistant priming paint over 2mm thick (average) wall putty all as specified and directed.
SAHU AND SAHU CO. (BID ID -3222625)
Frends Enterprises (BID ID -3223880)
Shivam Enterprises (BID ID -3223345)
Nilesh Construction (BID ID -3223725)
Bob Enterprises (BID ID -3223854)
HINDUSTAN BUILDERS (BID ID -3223659)
SRI SAIRAM COUNSTRUCTION (BID ID -3223639)
RUPESH CONSTRUCTION CO (BID ID -3223903)
SR Construction (BID ID -3223530)
Unitech Enterprises (BID ID -3223176)
Rohit Enterprises (BID ID -3223700)
Mayur Enterprises (BID ID -3222549)
ASHOK CONSTRUCTION (BID ID -3223927)
Anil Industrial Corporation (BID ID -3223527)
Shetty Construction Co (BID ID -3221254)
Panther Facilities (BID ID -3218529)
Bidder Name
Unitech Enterprises
HINDUSTAN BUILDERS
Frends Enterprises
Nilesh Construction
Shetty Construction Co
SRI SAIRAM COUNSTRUCTION
ASHOK CONSTRUCTION
SAHU AND SAHU CO.
Anil Industrial Corporation
Mayur Enterprises
Panther Facilities
Bright Construction Co
Rohit Enterprises
SR Construction
RUPESH CONSTRUCTION CO
Shivam Enterprises
Bob Enterprises
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