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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1Rejected-Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | 1 | Rejected-Finance a | |
| 2 | 2₹2+₹1 (100.0%)Rejected-Finance | 2 | Rejected-Finance a | |
| 3 | 3₹3+₹2 (200.0%)Rejected-Finance FLAT NO A 102 ASHOKVAN RAJSHIV CO OP HSG SOC SHIV VALLABH ROAD DAHISAR EAST MUMBAI 400 068 | MUMBAI SUBURBAN | MAHARASHTRA | 400068 | 3 | Rejected-Finance a | |
| 4 | 4₹4+₹3 (300.0%)Rejected-Finance | 4 | Rejected-Finance a |
Tender Value
₹14.5 L
EMD Value
₹29,000
Closing Date
31 Oct 2017, 6:00 pmClosed
Commander Works Engineer (Army) Mumbai
Commander Works Engineer (Army) 24 Assaye Building, Colaba Mumbai-400 005
SPECIAL REPAIRS TO SECURITY WALL OF JAMES, KNIGHT AND MARSHAL HOUSE UNDER GE WEST COLABA MUMBAI
2017_MES_150585_1
83643A/W/E8
Open Tender
Civil Works
Item Rate
120 days
COLABA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE WEST COLABA
₹29,000
27 May 2020
10 Oct 2017
1 Nov 2017
10 Oct 2017
31 Oct 2017
26 Oct 2017
10 Oct 2017 - 31 Oct 2017
Amount
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed.
Removing the rubbish materials obtained from demolition of brick/ stone masonry outside MD land complete all as specified and as directed.
Demolition of concrete in ground floors and paving not exceeding 15 cm thickness (below or above ground level)
M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.
M & L for mild steel TMT bars any dia in stirrups, spaces and binders, 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 0.9 mm dia or securing with clips complete all as specified and as directed
M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and as directed.
M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete complete all as specified and as directed.
M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified and as directed.
Demolition of reinforced cement concrete of any description (reinforcement cut as required to facilitate demolition) and in any position, above or below ground floors, not otherwise specifically provided for complete all as specified and as directed.
M & L for RCC M30 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span complete all as specified and as directed.
M & L for RCC M30 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in columns, pillars, piers, posts and struts complete all as specified and as directed.
M & L for RCC M30 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.
Demolition of for ashlar facings, dressed stonework, precast concrete articles and precast concrete block walling built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and directed by Engineer in charge.
Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and fair complete all as specified and as directed.
Material and labour for plastering 15 mm thick on stone masonry surfaces or other than fair faces of brick work or on one side of lathing (on vertical surfaces) in cement mortar 1:4 finished even and fair complete all as specified and as directed.
M & L for preparing new plaster surfaces walls/ceilings and applying two coat of weather proof acrylic exterior paint (100% Acrylic) over a coat of primer including scaffolding, trestles, ladders ,cradles and necessary safety measures complete all as specified and as directed.
S & F in repairs galvanized steel barbed wire with two strands of line wire of dia 2.24 mm and barbed with point wire of dia 2 mm at 75 mm spacing straining and fixing to any type of standards, rails, straining bolts including securing or tying at crossings with and provision of galvanised iron binding wire, GI staples or steel pins, etc. complete all as specified and as directed (two strand of line wire will be measured as one unit).
Dismantling of wrought or mild steel work of any description not otherwise
S & F hot rolled medium and high tensile structural steel of grade E 250 quality C conforming to IS 2062: 2011 as in joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20 mm of the length indicated) complete all as specified and as directed.
Preparation of newly or previously untreated steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer-in-Charge
Supply and fix punched tape concertina coil made out of cold drawn unalloyed steel wires of dia 2.6 mm having minimum tensile strength of 1670 N per sqmm as per IS 4454 (Part- 1): 2001 with hot dip galvanized as per practice recommended in IS: 2629 and the coatings shall conform to heavily coated hard variety as per table I of IS: 4826 (weight of Zinc coating 230 gram per sqm minimum) and steel strip of size 19 mm X 0.5 mm with hardness of 137 to 187 VPN and zinc coating of 18 to 20 microns, minimum 610 mm dia of coil when closed, (9 Kg ± 5 %) weight of coil with 50 turns & 129 Nos clips (without handles and spikes) and minimum 580 mm dia when opened upto 6 metres, stretched to 6 metres for 50 turns during installations complete all as specified and as directed.
Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of internal dia 100 mm, set in cement mortar complete all as specified and as directed.
S & F PVC-U, type A as per IS 13592: 2013, plain pipes, 110 mm dia, in any length as weep holes fixed to walls complete all as specified and directed by the Engineer- in- charge .
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed.
6DS. Construction
ASHOK CONSTRUCTION
BOB ENTERPRISES
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