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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-AOC 777 AMAR NAGAR VILLAGE TOWN CITY RAE BARELI RAEBARELI UTTAR PRADESH 229001 INDIA | RAE BARELI | UTTAR PRADESH | 229001 | L1 | Accepted-AOC RATES ARE FOUND REASONABLE AND BEING L1 BIDDER | |
| 2 | L2₹31.4 L+₹504 (0.02%)Rejected-Finance BANKIM CHANDRA ROAD HAKIMPARA SILIGURI DIST DARJEELING PIN 734001 W B | JALPAIGURI | WEST BENGAL | 734001 | L2 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 3 | L3₹32.3 L+₹98,471.80 (3.14%)Rejected-Finance DURGA NAGAR CHECK POST PO ETHELBARI DIST ALIPURDUAR PIN 735204 WB | ALIPURDUAR | WEST BENGAL | 735204 | L3 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 4 | L4₹32.5 L+₹1.1 L (3.66%)Rejected-Finance | L4 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER | |
| 5 | L5₹33.0 L+₹1.6 L (5.08%)Rejected-Finance NIL | THE NILGIRIS | TAMIL NADU | 638451 | L5 | Rejected-Finance BEING OTHER THAN LOWEST BIDDER |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
31 Aug 2023, 6:00 pmClosed
CWE BINNAGURI
HQ CWE BINNAGURI, BINNAGURI CANTT, JALPAIGURI, WEST BENGAL, PIN-735232
PROVN OF VEHICLE PARKING SHED AT BINNAGURI MIL STN UNDER GE NORTH BINNAGURI
2023_MES_610359_2
8085/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
BINNAGURI MIL STATION
AS PER NIT
8 documents required · 8 mandatory
₹500
GE (N) BINNAGURI
₹86,000
Yes
20 Sept 2023
17 Aug 2023
1 Sept 2023
17 Aug 2023
31 Aug 2023
25 Aug 2023
Amount
Surface dressing not exc. 15 cm deep in soft/loose soil, complete all as per specified and as directed by Engineer-in-charge.
Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge.
Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge.
Removing excavated soil material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge.
M&L for PCC (1:4:8) type D2 ( using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge.
M&L for RCC (design Mix) M-25 (20 mm graded aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete etc, complete all as per specified and as directed by Engineer-in-charge.
M&L for RCC (design Mix) M-25 (20 mm graded aggregate) as in columns, pillars, piers, posts and struts etc, complete all as per specified and as directed by Engineer-in-charge.
M&L for Mild steel TMT 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 per specified and as directed by Engineer-in-charge.
M&L for mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips quality confirming to Fe-410-S 0r Fe-410-O, complete all as per specified and as directed by Engineer-in-charge.
M&L for formwork to sides of concrete foundation, 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 fair finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge.
M&L for form work for side of pillars, posts, columns & similar works vertical or batter complete all as specified and as directed by Engineer-in-charge.
M&L for brick work with fly ash bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:6) complete all as specified and as directed by Engineer-in-charge.
M&L for 15 mm thick rendering on fair faces of brick work or concrete surface in cement mortar 1:6, and surface finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-in-charge.
M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge.
M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge.
M&L for for PCC (1:3:6) type C2 (using 40 mm graded crushed stone aggregate) as in foundations/sub-base, filling and mass concrete complete all as specified and as directed by Engineer-in-charge.
M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 of 80 mm thickness of M-40 grade with grey cement and no pigment, complete all as per specified and as directed by Engineer-in-charge.
S&F MS steel work in tubular trusses including special shaped washers etc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240, complete all as per specified and as directed by Engineer-in-charge.
S&F screw bolts (machine made) (diameter = 16 to 20 mm) with hexagonal or square head at one end and screwed the other or screwed both ends to be fitted with washers and one hexagonal or square nut exc. 22.5 cm but n.exc. 30 cm long MS Work as in bands , straps, supports or stays incl bolts, if reqd. , hold fasts, wall ties and similar small articles conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-charge.
S&F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachmen confirming to Fe -290 (Gde E-165) complete all as specified and as directed by Engineer-in-charge.
S&F Mild steel flats etc., as in supports for stiffening of fencing, wall ties, hold fasts, wind ties, clamps and similar small articles etc. conforming to Fe-290 Gde E-165, complete all as per specified and as directed by Engineer-in-charge.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge.
S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge.
M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge.
M&L for point wiring with 1.5 sqmm size (nominal area) PVC insulated unsheathed single core multi stranded FRLSH copper conductor cable drawn into and incl PVC casing capping sleeves and caps of adequate width and length with all accessories and fittings like bends . elbow crosses etc with PVC round block and PVC terminal boxes with 3.00mm thick laminated sheet cover for mounting fittings etc like switches sockets and fan regulator incl 1.5 sqmm size PVC insulated multistranded FRLSH copper conductor cable as earth continuity conductor and connected to earth dolly complete all as specified and as directed for one light point controlled by one switch, complete all as per specified and as directed by Engineer-in-Charge.
Supply and fix ceiling rose surface backelite three terminals, PVC/polycarbonate, insulated body, complete all as specified and as directed by Engineer-in-charge.
Supply and fixing LED lights fitting 1x 18 W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer-in-charge.
S&F security light fittings 1x 25 Watt LED New generation energy saving and environmental friendly long life LED security light made up of pressure die cast aluminium housing with high power LED as lighting source and lens embedded PC cover having TOP openning seperate driver compartment with IP65 protection and impact resistance of IK07 and including connection up with twine core twisted flexible copper conductor cable, complete all as specified and as directed by Engineer-in-charge.
Supply and fix sheet metal enclosure powder painted for MCB SPN 08 way double door DB with din rail and suitable bus bar complete all as specified and as directed by Engineer-in-charge.
Supply and fixing 240V, 10 KA 'C' curve miniature circuit breaker (MCB) of SPN and current carrying capacity 32 AMP, in the MCB DB Complete with connection testing and commissioning, complete all as specified and as directed by Engineer-in-charge.
Supply and fixing 240V, 10 KA 'C' curve miniature circuit breaker (MCB) of SP and current carrying capacity 6 to 32 AMP, in the MCB DB Complete with connection testing and commissioning, complete all as specified and as directed by Engineer-in-charge.
Material and labour for earthing complete with galvanized steel plate electrodes of size600x600x6mm thick burried directly in ground with earth pit not less than 2.25 meter deep below normal ground level with top edge of plate not less than 1.5 meter below normal ground level connected to galvanised wire 4.00 mm earth lead by means of nuts, bolts, checknuts and washers including 15 mm bore galvanized iron pipe, medium grade for protection of earth lead upto the length of 7.5 meter towards test terminal and 20 mm bore galvanized iron pipe, medium grade for watering, and providing of charcoal and common salt in alternate layers, includig necessary earth work in any type of soil and including PCC pit in PCC 1:2:4 with provision of wire mesh and funnel, complete all as shown in electrical plate No 5 of SSR Part- I including testing on, complete all as specified and as directed by Engineer-in-charge.
Supply, fixing & testing of 35 Sqmm, 3.5 Core XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminum conductor, 1100Volt grade on walls or laid on trenches as per site requirements with fixing acessories, complete all as specified and as directed by Engineer-in-charge. Note - Earthwork, sand cushioning, bricks, GI pipe, etc. shall be measured and paid separately.
Supply, fixing & testing of 10 Sqmm, 2 Core XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) with stranded aluminum conductor, 1100Volt grade on walls with fixing acessories, complete all as specified and as directed by Engineer-in-charge. Note - Earthwork, sand cushioning, bricks, GI pipe, etc. shall be measured and paid separately.
M&L sand cushioning (dry) in trenches for protection of UG cables (below, above and around the cable laid in trenches) of 230mm spreding thickness and consolidated (punned) upto 180mm thickness, complete all as specified and as directed by Engineer-in-charge. Note - Only punned thickness shall be measured and paid.
Supply & Laying Sub-Class B, old size Bricks, well burnt, laid breadth wise along the length of cable laid in trenches over sand cushion laid for UG cable protection, complete all as specified and as directed by Engineer-in-charge.
M & L for horizontal boring across the existing road without disturbing the road surface for inserting 100 mm bore GI pipe, Complete all as specifed and directed by Engineer-in-Charge. Note :- GI pipe Shall be measured and paid respective
S&F GI tubing 40 mm bore light grade ISI marked for protection of cable including necessary joints with all fitting, laid in trenches, complete all as specified and as directed by Engineer-in-charge.
Supply, fabrication, installation and testing of LT out door type factory made CPRI Approved, junction box of size 900mmX600mmX400mm (over all dimension) made out of 3.15 mm thick CRCA sheet dully supported with mild steel angle iron of size 25X25X5mm vertical frame and legs with mild steel flat iron 25X5 mm in horizontal sides of the frame with front and back side openable ,single hinged door / shutter with locking arrengement and powder coated finish both internal and external steel surfaces after necessary preparation of steel surfaces including providing PCC (1:3:6) type C2 foundation of size 0.80m X 0.6m X 0.90m depth (0.30m below ground level and 0.60m above ground level ) and connections of all outgoing / incomming existing cable of any size drawing / digging out cable from loops in trenches inclusive of necessary excavation and earthwork as required and relaying the cables including the following fitment accessories, complete all as specified and as directed by Engineer-in-charge. (a) Copper bus bar of size 600 Amp wrapped with PVC sleeves with maintained the colour code and provision of making holes as required with nuts, bolts & washers for cable connections including hydrograpic insulators with nuts & bolts at both ends = 04 nos. (b) Enamelled iron danger notice plate of 1.60 mm thick mild steel sheet of size 200 mm X 150mm , white with letters , figures and conventional skull and bones in signal red and fixed with nuts and bolts on door / shutter of JB for LT -01 No.
M&L for Earthing complete with galvanised steel earth plate electrode 600x600x6.0 mm thick burried directly in ground (earth pit not less than 2.25 mtr deep below the ground level) with top edge of the plate not less than 1.5 mtrs below normal ground level, connected to galvanised earth strip 32 x 6 mm by means of bolts, nuts, check nuts and washers of galvanised iron or of steel all as shown in electrical plate No 3 of SSR part-I 2009 connected to pole/LT Panel all as specified and testing on completion including. Necessary excavation, earthwork, PCC works and CI earth pit cover with watering pipe 20mm dia GI pipe medium grade, funnel with wire mesh and lugs and GI pipe 40 mm dia of light grade, for protection of earth strip, complete all as specified and as directed by Engineer-in-charge. Note: Excavation/PCC/Earth work/Charcoal/ Salt shall be deemed to be include in this unit rate. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ.
M/s. MD IRSHAD
R.MANJIT& CO
M/S HALIM KABIR
SG ENTERPRISE
M/S SARKAR BROTHERS
S.N. GHOSH AND CO.
SHRI SATPAL SINGH
BBKundu
PULAK SAHA
samrat saw mill and joinery workshop
M/S SINHA ENTERPRISE
ROZI KHAN
N K Construction
M/S MAJUMDER CONSTRUCTION
M/S JAGDISH PRASAD AGARWALA
L. B. SHARMA
M/S East India Traders
M/S MARUTI BUILDERS
DEEP ENTERPRISE
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