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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | L1 | Accepted-AOC Lowest one | |
| 2 | L2₹22.7 L+₹53,456.40 (2.42%)Rejected-Finance NOT AVAILABLE | L2 | Rejected-Finance Other than lowest one | |
| 3 | L3₹23.9 L+₹1.8 L (8.01%)Rejected-Finance 46 HUSENI LAKDA BAZAAR 242 BELLASIS ROAD MUMBAI 400008 | MUMBAI | MAHARASHTRA | 400008 | L3 | Rejected-Finance Other than lowest one | |
| 4 | L4₹24.7 L+₹2.5 L (11.5%)Rejected-Finance B 134 GANESH MURTHI NAGAR PART III COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | L4 | Rejected-Finance Other than lowest one | |
| 5 | L5₹24.8 L+₹2.7 L (12.2%)Rejected-Finance GE W COLABA MUMBAI | CHANDRAPUR | MAHARASHTRA | 441205 | L5 | Rejected-Finance Other than lowest one |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
26 Aug 2021, 6:00 pmClosed
GE NW NOFRA
Dr Homi Bhabha Road Navy Nagar Colaba Mumbai 05
REPAIR TO PARKING SHEDS GARAGES IN AGE BR II UNDER GE NW NOFRA COLABA MUMBAI.
2021_MES_467609_1
8958
Open Tender
Civil Works
Item Rate
210 days
Mumbai
Please refer tender documents
8 documents required · 8 mandatory
₹500
GE NW NOFRA
₹60,000
Yes
21 Jan 2022
12 Aug 2021
30 Aug 2021
12 Aug 2021
26 Aug 2021
21 Aug 2021
12 Aug 2021 - 20 Aug 2021
Amount
Demolition of concrete concrete (un reinforced)in ground floor and in apving not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.
M&L for 75mm thick cement concrete 1:2:4 Type B-1 (20mm graded stone aggregate) as in floor and finishing cement concrete concrete surface with even and fair without using extra cement complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work/ stone masonary built in cement mortar including all quions , arches , pillars , etc but excluding aslar facing , dressed stonework and precast concrete articles complete all as specified and as directed by Engineer-in-Charge.
M&L Brick work with subclass 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and as directed by Engineer-in-Charge.
Taking down cement plaster, any description on brick or stone walls and ceiling including racking of joints hacking for key scrubbing down with water etc for storey upto GF to 15th floor incl all necessary scaffolding etc complete all as specified and as directed by Engineer-in-Charge.
M&L for 15mm thick rendering cement plaster in cement mortar 1:6 on fair faces of brick work or stone masonary surfaces, finished even and smooth (w/o using extra cement) complete all as specified and as directed by Engineer-in-Charge.
M&L for 10mm thick plastering in cement mortar 1:3 in ceiling finished even and smooth (w/o using extra cement) complete all as specified and as directed by Engineer-in-Charge.
M&L for 15mm thick rendering cement plaster in cement mortar 1:4 on brick or concrete surfaces in patches , surfaces to be finished even and smooth (w/o using extra cement) complete all as specified and as directed by Engineer-in-Charge.
M&L for preparation of new plastered surfaces of wall and applying two coats of Oil bound distemper over a coat of 2-3 mm thick wall care putty over a coat of primer complete all as specified and as directed by Engineer-in-Charge.
M&L for preparation of new plastered surfaces of walls and applying two coats of acrylic emulsion exterior grade (100%) of required shade (two or more coat applies @ 1.67 litre/10 sqm and including prime coating of exterior primer applied @ 2.2 kg/10sqm) complete all as specified and as directed by Engineer-in-Charge.
M&L for preparation of newly plastered surfaces of ceiling and applying three coats of white wash on ceiling complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old wall surfaces and applying two coats of oil bound distemper complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old plastered surfaces of ceiling and applying two coats of white wash on ceiling complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old steel surfaces of any description over 10 cm width or grith and applying one coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge
M&L for preparation of old plastered surfaces of wall and applying one coat of acrylic emulsion exterior grade (100%) of required shade (one coat applied @ 1.67 litre / 10 sqm ) complete all as specified and directed by Engineer-in-Charge.
Dismantling stone slabs and tiles of any description or thickness in floors laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge.
M&L for machine cut kota stone slab flooring 20-25 mm thick over cement screed bed in CM(1:4) 15mm thick & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing complete all as specified and as directed by Engineer-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge.
S& F for Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections confirming to Fe 410-W (Gde E-250) complete all as specified and directed by Engineer-in-Charge.
S& F for Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates confirming to Fe 410-W (Gde E-250) complete all as specified and directed by Engineer-in-Charge.
S& F for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed , drilling holes , notching for wire, etc ; flat iron fillets (for securing wire mesh etc) including necessary drilling , bolting or riveting , etc and similar work confirming to Fe 410-W (Gde E-250) complete all as specified and directed by Engineer-in-Charge.
S&F of Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to Fe 410-W (Gde E-250) quality A complete all as specified and as directed by Engineer-in-Charge.
Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-Charge.
S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
S&F Pre- painted galvatume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in ridge of roof covering/cladding to wall at 5th floor, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge.
S& F for Mild Steel Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed by Engineer-in-Charge.
S& F for Mild steel, plain, black sheet 1.00mm thick in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of new steel surfaces of any description and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified incl all necessary scaffolding etc.
M&L for 100 mm thick PCC type-1 D-2 1:4:8 (40mm graded stone aggregate) as in sub bases complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete colour interlocking paver blocks 60 mm thick having glossy ficish (colour & pattern as approved by GE) (tested as per IS 1237-1980) laid over and including 50 mm thick dry sand cushioning and void filled with dry and compact, including compation by means of surface vibrator & removing old broken tiles complete all as directed by Engineer-in-Charge.
M&L for 15 mm thick screed bed or bedding layer of mortar in CM (1:4) for laying roof finish as padding finished with mixing intergral water proofing compund including finished even and smooth without using extra cement including removing old treatment from roof top , roughening surfaces of old concrete surfaces by picking , sweeping , cleaning and washing down with water to remove dust etc complete all as directed by Engineer-in-Charge. NOTE : WPC shall be measured and pais separetly.
Providing water proofing treatment with five layered 4 mm thick APP (Atatic poly propylele) modified bituminous membrane re-inforced with non woven polsster mat of weightr 180 gms/sqm as centre core and without multiple layers of polythene finished on top and bottom with 7 micron thick flammable polythlene applied by the thermo fusion using LPG finishing the treatment with one coat of bitumen and one coat of aluminium paint over APP membrane (An overlap of 100 mm & 150 mm shall be provided on sides ends respectively) complete all as directed by Engineer-in-Charge.
Supply only integral water proofing compound all as per IS 2645 complete all as specified and as directed by Engineer-in-Charge.
M&L for Steel rolling shutters (1mm thick sheet), without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indicated, complete; gear operated type with bevel gear box and crank handle as in repair incl removal of old rolling shutter to store complete all as specified and directed by Engineer-in-Charge.
Taking down chowkats or frames but n exc. 1.50 sqm each but with shutters (without taking off shutters from the frames) complete all as specified and as directed by Engineer-in-Charge.
S&F powder coated (colour of coating as directed) aluminium (minimum 25 micron thickness of coating) of various section as required/suitable for doors, window & partion / Ventilator (sliding /or openable type) etc including fixing and making the frames hinges to receive glass/wire gauge etc complete incl all fittings like jointing cleats, glazing clips, rubber neoprene packing, anodised aluminium snap beading screws etc. rubber beading, clips locking arrangement, handle, sealant etc complete all as specified and directed by Engineer in charge..
S&F aluminium grill with and including suitable aluminium anodised frame F/H section as required manufactured by M/S Decogrill as per design No DG- 104, 7.5 mm thick complete all as specified and directed by Engineer in charge.
M&L 16 to 20 mm thick Granite (of any type) work (table rubbed and polished) as in steps, jambs, pillars, window- cills, cooking platforms, working table and like over and including 20 mm thick screed bed or bedding layer in cement mortar (1:4), including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite incl moulding and rounding complete all as specified and directed by Engineer in charge.
M&L for providing and injecting chemical emulsion for post Constructional Antitermite treatment along external wall below concrete or masnory apron using chemical emulsion @ 2.25 liters per linear meter including drilling and plugging holes etc with white cement and match the surface to existing apron, complete all as specified & directed by Engineer-in-Charge.
M&L for treatment of soil under under existing floors using chemical emulsion @ one liters per hole at 300mm apart and 300mm deep including drilling and plugging 12mm dia holes with cement mortar 1:2 or white cement to match the existing floors , complete all as specified & directed by Engineer-in-Charge.
M&L for post Constructional treatment at the points of contact of wood by chemical emulsion (in oil or kerosine based solution) @ 0.5 litre/hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm center to center and sealing the same ,complete all as specified & directed by Engineer-in-Charge.
SAHU AND SAHU CO.
Unitech Enterprises
SHRI SAI ENTERPRISES
SN CONSTRUCTION
Mayur Enterprises
BOB ENTERPRISES
SHREE JAGDISH FURNITURE CO.
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