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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC 0 GANGARAM DHARMKANTA TRUCK UNION JIROTA KALAN DAUSA DAUSA RAJASTHAN 303303 | DAUSA | RAJASTHAN | 303303 | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹35.9 L+₹64,145.79 (1.82%)Rejected-Finance 14 4A KALI PRASAD C HAKRABORTY ST CAL KOLKATA 700003 | KOLKATA | WEST BENGAL | 700003 | L2 | Rejected-Finance BEING HIGHER THAN L1 BID | |
| 3 | L3₹37.1 L+₹1.9 L (5.46%)Rejected-Finance 6 NALAPUKUR LANE FLAT 2C SENHATI COLONY KOLKATA 700034 WEST BENGAL | KOLKATA | WEST BENGAL | 700034 | L3 | Rejected-Finance BEING HIGHER THAN L1 BID | |
| 4 | L4₹37.4 L+₹2.2 L (6.29%)Rejected-Finance VILL SAROT PALLY PO SANKRAIL DIST HOWRAH PIN 711313 WB | SANKRAIL | HOWRAH | WEST BENGAL | 711313 | L4 | Rejected-Finance BEING HIGHER THAN L1 BID | |
| 5 | L5₹38.1 L+₹2.9 L (8.12%)Rejected-Finance 24B JYOTISH ROY ROAD KOLKATA 700053 | KOLKATA | WEST BENGAL | 700053 | L5 | Rejected-Finance BEING HIGHER THAN L1 BID |
Tender Value
₹41 L
EMD Value
₹82,000
Closing Date
30 May 2022, 6:00 pmClosed
GE (CGN) kolkata
DAMODAR COMPLEX GARDEN REACH ROAD KOLKATA 23
PROVN OF BOUNDARY WALL AT NEW KOPT LAND ADJACENT TO DAMODAR COMPLEX UNDER GE (I) (CGN) KOLKATA
2022_MES_516332_2
8994/E8
Open Tender
Civil Works
Item Rate
180 days
GE (CGN) kolkata
AS PER TENDER DOCUMENTS
11 documents required · 11 mandatory
₹500
GE (CGN) kolkata
₹82,000
Yes
17 Aug 2022
9 May 2022
1 Jun 2022
9 May 2022
30 May 2022
16 May 2022
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 water supply pipes lines etc 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.
Excavating in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3 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 exceeding 1.5 m but not exceeding 3 m in depth and getting out in hard rock complete all as specified and as directed.
M & L for sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
M & L for hardcore (broken stone or boulders) of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
M & L for cement concrete in foundation, filling and mass concrete in M10(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate including all necessary formwork complete all as specified and as directed.
M & L for RCC M25 (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 including all necessary formwork complete all as specified and as directed.
M & L for RCC M25 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in columns, pillars, piers, posts and struts including all necessary formwork complete all as specified and as directed.
M & L for RCC M25 (Design Mix) using 20 mm nominal size graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5 m span including all necessary formwork 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 brick work with fly ash bricks of class designation 7.5 as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed.
Material and labour for plastering 15 mm thick on other than fair faces of brick work (on vertical surfaces) in cement mortar 1:4 finished even and smooth without using extra cement complete all as specified and as directed.
M & L for glazed, colour ceramic wall tiles (group B III), 450 mm X 300 mm X 8 mm thick on vertical surfaces including 10 mm thick backing coat in cement mortar (1:4), set and jointed in neat cement slurry and pointed in epoxy mortar to match all as specified and directed.
M & L for 16-18 mm thick Granite (of any type) slab machine cut, in skirting/dado, jamb, pillar, window cill, cooking platform (vertical surface) jointed with grey cement slurry, and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding, polishing and 10 mm thick backing coat in cement mortar (1:4), complete all as specified and as directed.
S & F hot rolled low tensile structural steel of grade E165 as per IS 15911: 2010 as in 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 all necessary drilling, bolting or riveting, etc., and similar works complete all as specified and as directed.
M & L for preparing new plaster surfaces walls including chajjas, facias etc. 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.
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
S & F 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).
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.
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.
Removing excavated surplus soil out side MoD land (Navy land) and making good surface complete all as specified and as directed.
M & L for cement concrete M15 (Nominal Mix) using 40 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m 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, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and directed by Engineer-in-charge.
M & L for broken glass coping on top of walls in cement mortar 1:3 complete all as specified and as directed.
Supply & spreading in trenches dry river sand cushioning to underground cable in trenches including spreading, levelling hand punning down complete all as specified and directed Note:- Depth of sand cushioning will be measured after punning down and levelling the sand properly.
M & L for laying of bricks locally available sub class 'B' bricks (old size) for cable protection cover laid flat and dry in trenches over the cable perpendicular to the direction of cable all as directed.
Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point
M&L for cutting the road /hard standing and making good disturbed surface by using PCC type C2 (1:3:6) by using 20 mm graded stone aggregate for the fixing the pipe complete all as directed by Engrr-In-Charge.
Supplying & laying in trenches 50 mm nominal bore, light grade, galvanised coated steel tube conforming to IS 1239 (Part-1): 2004 including all fittings conforming to IS 1239 (Part-2): 2011 complete all as specified and as directed.
Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 4 core, nominal cross sectional area of main conductor 16 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed.
Supply, laying, jointing, testing and commissioning cross-linked polyethylene (XLPE) insulated cable for working voltages of 1100 V, PVC sheathed, armoured, 2 core, nominal cross sectional area of main conductor 10 sqmm, stranded aluminium conductor, ISI marked as per IS 7098(Part-I): 1988 including cable glands, lugs etc. to suit the cable size and to be laid in trenches, fixed along pole, under floors, through GI pipe laid under floors/roads, through concealed GI pipe along wall etc. complete all as specified and as directed.
Supplying & laying in trenches or through augured bore 65 mm nominal size double wall corrugated HDPE pipes, normal duty resistance to impact, rigid resistance to bending, heavy resistance to compression, light tensile strength constructed as per IS 14930 (Part-2): 2001 complete all as specified and as directed. Make: ISI Marked.
S & F pole mounted junction box, size 300 mm X 200 mm X 125 mm made of FRP with connector for single phase supply and arrangement to fix MCB SP 6A 10 KA complete all as specified and as directed. Make: Sintex/ Universal
S&F in repair MCB SP, 10KA, 230V, C-curve, 6-32 complete all as specified and as directed.
S & F LED street lights nominal power 70 Watt, LED wattage of minimum 1 watt each and Maximum 3 watt each, operational voltage of 170 volts to 270 volts, frequency of 50 Hz, lumen output of minimum 2500, lumen efficacy of minimum 100 lumens per watt, built-in integrated electronic LED driver, output open /short circuit protection, phase to phase protection, over voltage protection, surge voltage protection upto 4 KVs, protection grade IP 66, CRI greater than 80%, CW available CCT of 5700K, power factor of minimum 0.95, pressure die-cast aluminium alloy housing with epoxy powder coated metallic silver finish after phosphochromate treatment, life span of minimum 50000 working hours and including wiring using three core PVC insulated, PVC sheathed, flexible stranded copper conductor FR-LSH cables suitable for outdoor use, 1.5 sqmm as per IS 694: 2010 complete all as specified and as directed.
M & L repairs for bracket made out of GI pipe 40 mm dia medium grade, 1.5 metre long bent to shape with MS flat iron clamps made out of 40 mm X 6 mm thick mild steel nuts, bolts complete all as directed by Engineer-in-charge.
M & L for steel tubular swaged pole 410 SP-31 (9.0 metre long) including CI base plate, finial taper plug, bolts, nuts & screws as per IS 2713 Part -I & II including painting with two coats of aluminium paint over a coat of red oxide zinc chrome primer on exposed portion and making strips of width 30 cm upto 1.5 m from the ground level in black and yellow shade in alternate layer including numbering of poles using two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer and two coats of anticorrosive paint over a coat of red oxide primer to embedded portion of pole including making good to match existing area complete all as specified and as directed.
Supply and fix sub main wiring complete with and including two Nos single core PVC insulated, unsheathed flexible conductor FR-LSH cables 2.5 sqmm as per IS 694: 2010, ISI marked, annealed, multistranded copper conductor drawn through and including medium mechanical stresses class PVC conduit as per IS 9537 (Part-III): 1983 of suitable nominal size as required at site dia but not less than 20 mm nominal size including all accessories and fixed on walls and 2.5 sqmm one No single core copper conductor PVC insulated, unsheathed flexible multistranded copper conductor FR-LSH cable for earthing and connected to common earth dolly complete all as specified and directed by Engineer-in-charge. Note - Two runs of 2.5 sqmm cable, one run of 2.5 sqmm cable and one run of conduit shall be measured and paid as one unit length.
M & L for earthing complete with galvanised steel plate earth electrode 600 mm X 600 mm X 6 mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to earthing lead of 25 mm X 4 mm galvanised mild steel strip by means of bolts, nuts, check nuts and washers of galvanised iron from earth plate to test point upto 7.5 metre including all as shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete chamber in cement concrete M15 (Nominal Mix) using 20 mm nominal size coarse aggregate, precast RCC cover slab in cement concrete M15 (Nominal mix) using 20 mm nominal size coarse aggregate of size 40 cm X 40 cm X 5 cm reinforced with 8 mm dia TMT bars @ 150 mm c/c with one handle for lifting made out of 8 mm dia bar, GI funnel, GI wire mesh filter, 20 mm dia GI pipe medium grade for watering, 40 mm dia GI pipe medium grade for protection of earthing lead, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil/ strata and testing complete all as specified and as directed by the Engineer-in-charge.
S&F epoxy/polyrthane GI steel RTB wire of high tensile strength of 165 kg/Sqmm with tape (0.52 mm thick) complete all as specified and as directed by Engineer-in-Charge.
ROY CONSTRUCTION
Somani Builders
M/s Santosh Industrial Corporation
SINHA ENTERPRISE
BHASKAR SUPPLY AGENCY
DECORATIVE CONSTRUCTION
Megatrend Systems
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