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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.6 LAccepted-AOC FLAT NO A 102 ASHOKVAN RAJSHIV CO OP HSG SOC SHIV VALLABH ROAD DAHISAR EAST MUMBAI 400 068 | MUMBAI SUBURBAN | MAHARASHTRA | 400068 | L1 | Accepted-AOC L1 | |
| 2 | L2₹41.3 L+₹3.7 L (9.93%)Rejected-Finance 46 HUSENI LAKDA BAZAAR 242 BELLASIS ROAD MUMBAI 400008 | MUMBAI | MAHARASHTRA | 400008 | L2 | Rejected-Finance other than lowest one |
Tender Value
Refer Docs
EMD Value
₹79,000
Closing Date
29 May 2021, 6:00 pmClosed
GE NW NOFRA
GE NW NOFRA DR HOMI BHABHA ROAD NAVYY NAGAR COLABA MUMBAI
PROVISION OF SECURITY GRILL IN STAIRCASE WINDOWS MORTICE LATCH GLASS COVER FOR FIREFIGHTING DUCT IN CHENAB BUILDING AND OTHER SANCTIONED WORKS FOR CERTAIN BUILDINGS UNDER GE NW NOFRA COLABA MUMBAI
2021_MES_440330_1
8877
Open Tender
Civil Works
Item Rate
240 days
MUMBAI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE NW NOFRA
₹79,000
Yes
23 Jul 2021
4 May 2021
3 Jun 2021
4 May 2021
29 May 2021
17 May 2021
4 May 2021 - 15 May 2021
Amount
Note : The tenderer shall note before quoting his unit rate that mandatory safety measurement shall be adopted by the tenderer on site.
Surface Excavation in Hrad / dense soil n.exc (not exceeding) 0.30 m depth and averaging 15 cm depth and getting out excavated material etc complete and including ramming of bottom of excavated surface complete all as specified and directed by engineer in charge.
Excavating in trenches,in hard soil n exc 1.5 m width n exc 1.5 m depth for foundation etc for shafts, wells, cesspits, manholes, pier holes etc n exc 10 Sqm on plan and n exc 1.5M in depth and getting out complete all as specified and directed by engineer in charge.
Excavating in trenches,in hard soil exc 1.5 m width n exc 3.0 m depth for foundation etc for shafts, wells, cesspits, manholes, pier holes etc n exc 10 Sqm on plan and n exc 1.5M in depth and getting out complete all as specified and directed by engineer in charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.in any type of soil complete all as specified and directed by engineer in charge.
Removing excavated material outside MD land exc. 1.50 km but n exc. 15 km and depositing where directed by engineer in charge.
S&F aluminium alloy wire cloth 0.45 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with aluminium wire staples complete all as specified and directed by engineer in charge.
S&F in repairs anodised aluminium door, window and ventilator shutters, fixed type without sash bar, aluminium weighing 0.55 kg/m including necessary joining cleats, glazzing clips, rubber packing anodsied aluminium snap beading, screws etc complete all as specified and directed by engineer in charge.
Supply and fixing powder coated aluminium decogrill DG 104, 6mm thick with necessary aluminium F section to fix grill incl all necessary fittings complete all as specified and directed by engineer in charge.
S&F 5.5mm thick glass sheet ordinary quality and glazing with oil putty fixed with beads n exc. 0.50 Sqm in each pane complete all as specified and directed by engineer in charge.
Supply and fixing mortice door lock in wooden door, incl all necessary fittings and making good complete all as specified and directed by engineer in charge..
M & L Hardcore of gaugen not exc. 63 mm, deposited, spread and levelled in layers n exc.15 cm thick of broken stone or boulders , watered and rammed to a true surface etc complete all as specified and directed by engineer in charge.
M & L Hardcore of gauge exc. 63 mm, of broken stone or boulders deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by engineer in charge.
Rendering 15mm thick on brick work or concrete surfaces in cement mortar 1:4 finished even and fair including mixing integral water proofing compound in the proportion as mentioned in manufacturer's instructions complete all as specified and directed by engineer in charge. (NOTE : Water proofing compound to be measured and paid for separately).
M & L PCC in 1:3:6 type C-2 150 mm dia using 40 mm graded aggregate Concrete bed to drain pipes for hauching & Benching against the sides of pipes after they are laid and tested complete all as specified and directed by engineer in charge.
M&L for PCC 100mm thick D-2 type (1:4:8), using (40 mm graded aggregate) as in sub base complete all as specified and directed by engineer in charge.
M&L for plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone agg) as in cover slab, slab, surface channels and drains complete all as specified and directed by engineer in charge.
M&L for plain cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg) as in foundations, filling and mass concrete, pot holes etc complete all as specified and directed by engineer in charge.
M&L PCC Type B1 1:2:4 (20mm graded agg) as in coping, benching to manholes including weathering ,slightly rounded or chamfered angles complete all as specified and directed by engineer in charge.
M & L PCC 1:4:8 type D2 ( 40 mm graded aggregates) as in foundation of Manholes complete all as specified and directed by engineer in charge.
Providing plain cement concrete type B-1, 1:2:4 (using 20 mm graded stone agg) as in lintels upto 1.5 M clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, copings, kneelers, apex stones, bed plates, roof kerbs water troughs and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed by engineer in charge.
M&L for plain cement concrete interlocking tiles 80 mm thick having glossy finish (colour and pattern approved by GE) strength not less than 350 Kg/Sq (tested as per IS 1237-1980) laid over and including 60 mm thick dry sand cushioning and voids filled with dry and surface compact, including compation by means of surface vibrator, complete all as manifacture instructions specified and directed by Engineer-in-Charge
S & F 150 mm dia salt glazed stoneware drain pipe laid and jointed complete with collars all as specified and directed by engineer in charge.
S & F Reinforced concrete pipes, class NP2, 150 mm dia laid and jointed complete with collars all as specified and directed by engineer in charge.
S & F Cast iron soil 100mm bore, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floor complete all as specified and directed by engineer in charge.
Extra for forming fair finished drain or channel 30cm inner grith in cement concrete , using extra cement including forms, moulds , mitred / stopped ends etc complete all as specified and directed by engineer in charge. (Note : Inner grith only will be measured & paid.)
M&L brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:4 complete all as specified and directed by engineer in charge.
Cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles exc 5kg each complete all as specified and directed by engineer in charge.
Empting septic tank and manholes exc 3.00m depth by providing sewage suction vehicle of capacity 5000ltrs (BMC Pattern) including necessary arrangements such as sweapers to clean the site after work and deposited at outside MOD land upto 25km lead and lift complete all as specified and directed by engineer in charge.
Supply only integral water proofing compound as per IS 2645 complete all as specified and directed by engineer in charge.
Cutting holes into or through brick walls built, in cement mortar or cement lime mortar and stone walls built in lime mortar or walls of lime concrete complete all as specified and directed by engineer in charge.
S & F Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clip complete all as specified and directed by engineer in charge.
M & L Framed brackets of angles or tees with web and flanges cut to shape, drilled and countersunk for screw, including bending and welding angles, as necessary, gusset plates, riveting, etc.. n exc 10 kg each brackets, conforming to Fe.290.Gde-E-165 (Brackets over 10 kg each to be measured under 'Structural Steel') complete all as specified and directed by engineer in charge.
M & L 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 Fe 290 Gde E-165 complete all as specified and directed by engineer in charge.
M&L for preparation of newly plastered surfaces of wall and applying three coats of white wash on wall complete all as specified and directed by engineer in charge.
M&L for preparation of newly steel surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint complete all as specified and directed by engineer in charge.
S & F Pre-painted galvalume aluminum zinc coating GI based Plain 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 complete all as specified and directed by engineer in charge.
M & L RCC 1:1.5:3 type A1 as in pre cast cover slab of any size and thickness with plain fair faces fixed set and jointed in CM 1:4 complete all as specified and directed by engineer in charge.
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