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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.8 LAccepted-AOC ROOM NO D 290 PART III GALI NO 8 SHREE GANESH MURTHI NAGAR CUFFE PARADE ROAD COLABA MUMBAI 400005 | MUMBAI | MAHARASHTRA | 400005 | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹47.5 L+₹1.7 L (3.69%)Rejected-Finance 47 HUSENI LAKDA BAZAAR 242 BELLAIS ROAD MUMBAI 08 | MUMBAI | MUMBAI | MAHARASHTRA | 400008 | L2 | Rejected-Finance Other than being Lowest | |
| 3 | L3₹48.0 L+₹2.2 L (4.83%)Rejected-Finance A 14 USHA SADAN NEAR POST OFFICE COLABA MUMBAI 05 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | L3 | Rejected-Finance Other than being Lowest | |
| 4 | L4₹48.8 L+₹3.0 L (6.45%)Rejected-Finance NOT AVAILABLE | L4 | Rejected-Finance Other than being Lowest | |
| 5 | L5₹49.2 L+₹3.4 L (7.48%)Rejected-Finance | L5 | Rejected-Finance Other than being Lowest |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
4 Feb 2022, 6:00 pmClosed
CWE (NW) Mumbai
Commander Works Engineer NW Dr Homi Bhabha Road Navy Nagar Colaba Mumbai 05
PROVISION OF STORAGE SHED AT BSO COMPLEX UNDER GE NW NOFRA COLABA MUMBAI
2021_MES_498518_1
8717/CWE(NW)MUMBAI/E8
Open Tender
Civil Works
Item Rate
180 days
GE (NW) NOFRA
Class C
7 documents required · 7 mandatory
₹1,000
Yes
GE (NW) NOFRA
₹1.1 L
Yes
28 Feb 2022
31 Dec 2021
7 Feb 2022
31 Dec 2021
4 Feb 2022
21 Jan 2022
31 Dec 2021 - 19 Jan 2022
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and as directed.
Ditto all as per item No 01 above but depth exc 1.5m and n exc 3m
Material and labour PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in foundations,filling and mass concrete complete all as specified and directed
Material and labour for RCC M-30 (Design mix) using 20mm graded stone aggregate for footing / plinth beams complete all as specified and directed by Engineer-in-charge. Note :- 1) All RCC work shall be done by RMC 2) Design mix shall be approved by GE before commencing concrete work.
Material and labour for RCC M-30 (Design mix) using 20mm graded stone aggregate for columns complete all as specified and directed by Engineer-in-charge.
Material and labour for RCC M-30 (Design mix) (using 20 mm graded stone aggregate) in lintel, roof beam, chajja etc., complete all as specified and directed by Engineer-in-charge.
Use and waste of formwork to sides of concrete foundation, footings,foundation and plinth beam, lintal beam, roof beam and columns, incl supports over hangs etc,.complete all as specified and directed by Engineer-in-charge.
Material and labour for TMT CRS (Corrision resistant steel) bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed by Engineer-in-charge.
Ditto, as above item No. 8.00 but as in stirrups
Material and labour for Old size bricks sub class B Bricks, straight of curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
Material and labour for Rendering 15mm thick on brick or concrete surfaces or surface other than fair face of brickwork in CM (1:6) and finished even and smooth without using extra cement complete all as specified and as directed.
Material and labour for Rendering 20mm thick on brick or concrete surfaces or surface other than fair face of brickwork in CM (1:4) and finished even and smooth without using extra cement complete all as specified and as directed.
Labour only for filling under floors incl Spreading and levelling in layers n exc. 25 cm thick incl well ramming watering as required using soil obtained from excavation complete all as specified and as directed.
Material and labour hardcore of broken stone of boulders gauge n exe 63 mm thick , deposited , spread and levelled in layers n exe 15 cm thick , watered and rammed to a true surface complete all as specified and as directed.
Material and labour for 150mm thick PCC 1:4:8 type D2 (40mm graded stone aggregate) as in sub base of flooring complete all as specified and directed.
Material and labour for 100mm thick PCC 1:2:4 type B2 (40mm graded stone aggregate) as in sub base of flooring complete all as specified and directed.
Material and labour for 20-25 mm thick machine cut polished kota stone flooring incl 20mm thick screed bed of cement mortar 1:6 to receive tiles. complete all as specified and directed.
Material and labour for 20-25mm polished Kota stone skirting incl 10mm thick screed bed of cement mortar 1:4 to receive tiles complete all as specified and directed.
Material and labour for 2nd class hardwood Plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, supplied and fixed complete all as specified and directed.
S & F for 35mm thick 2nd class HW factory made Plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated chemically pressure treated complete all as specified and as directed.
S & F for 35mm thick 2nd class HW Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters asspecified in SSR Part I, Section 8, clause 8.24 (a); supplied and fitted to chowkats complete all as specified and directed.
Supply and fixing Butt hinges 100mm size stainless steel of ISI marked complete all as specified and as directed.
Supply and fixing Aluminium alloy, anodised, sliding door bolt 300mm long with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections & fixing bolts & sliding bolts of extruded sections or cast aluminium alloy complete all as specified and as directed.
Supply and fixing Aluminium, anodised, barrel tower bolts 200mm long of extruded section complete all as specified and as directed.
Supply and fixing Aluminium handles 150mm size anodised complete all as specified and as directed.
S & F for powder coated aluminium frames and shutters for doors, windows, ventilators, partitions, railings etc,. Incl aluminium powder coated shutters frame wherever required with one or more rebates incl jointing cleat, glazing clips, rubber packing, anodised aluminium snap beading, screws etc. complete all as specified
S& F for rolled ms work in Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc embedded in concrete and similar work con- forming to Fe.290.Gde-E-165 at any height including necessary scaffolding complete all as specified and as directed by Engineer-in-Charge.
Material and labour for preparation of new steel surfaces of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified incl all necessary scaffolding etc.
Material and labour for PCC 1:2:4 Typr B 1 (20mm graded stone aggregate) as in copings etc. incl necessary formwork complete all as specified and directed.
Material and labour for 75mm thick PCC 1:2:4 Type B1 (20mm graded stone aggregate) as in flooring finished with even and fair without using extra cement incl necessary formwork and demolition of old concrete complete all as specified and as directed.
Material and labour for 80 mm thick Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of M-40 Grade any size and shape as approved by GE incl 50mm sand cushion complete all as specified and as directed.
Material and labour for 1.25 mm thick mild steel, plain, black sheet as in steel door shutters cut to size and welding to angle iron framework in repairs complete all as specified.
Material and labour for framed work as in door shutters with gusset plates, braces, etc., to be prepared for hanging or sliding with and including eitherr hooks and hinges or steel hanging door fittings and fixing in repairs (exclusive of steel sheeting) complete all as specified and directed.
S & F for 5.5mm thick Sheet glass, ordinary quality in square n exc 0.5 sq. m in each pane alongwith all necessary fittings complete all as specified and as directed.
Supply and fixing stainless steel wire cloth, 0.36mm nominal dia of wire & average width of aperture 1.40mm with aluminium wire staples complete all as specified and as directed.
Material and labour for preparation of newly plastered surfaces and applying two coats of distemper oil emulsion over primer on walls complete all as specified and as directed.
Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed.
Material and labour for damp proof course in 40mm thick cement concrete 1:2:4 type B-0 with water proofing compound in to horizontal or vertical surfaces including necessary formwork (WPC shall be included in the rate quoted) complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard and dense soil complete all as specified and as directed.
Removing excavated material n exc 250m and deposited at a level n exc 1.5 m above the starting point as directed by engr-in-charge
Material and labour for pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile srtength of 550 Mpa as in roof covering / cladding to wall fixed with self tapping screws at any height including necessary scaffolding complete all as specified and as directed by Engineer-in-Charge.
Unity Enterprises
S S ENTERPRISES
SHREE JAGDISH FURNITURE CO.
SUNRISE CONSTRUCTION CO
Nilesh Construction
ASHOK CONSTRUCTION
Anil Industrial Corporation
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