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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.1 LAccepted-AOC DURGA NAGAR CHECKPOST PO ETHELBARI DIST ALIPURDUAR PIN 735204 | ALIPURDUAR | WEST BENGAL | 735204 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹41.8 L+₹1.7 L (4.17%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹42.3 L+₹2.2 L (5.43%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹43.0 L+₹2.9 L (7.10%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 5 | L5₹45.5 L+₹5.3 L (13.2%)Rejected-Finance BANKIM CHANDRA ROAD HAKIMPARA SILIGURI DIST DARJEELING PIN 734001 W B | JALPAIGURI | WEST BENGAL | 734001 | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹41.5 L
EMD Value
₹83,000
Closing Date
19 Oct 2022, 6:00 pmClosed
GE (SOUTH) BINNAGURI
GE (SOUTH) BINNAGURI, PO - BINNAGURI, DISTT - JALPAIGURI, PIN - 735232
PROVN OF PARKING BAYS FOR JCOs/OR MD ACCN AND 17 x IRON LADDER AT 1852 FD REGT OF AGE B/R -I UNDER GE (S) BINNAGURI
2022_MES_554901_1
8524/E8
Open Tender
Civil Works
Item Rate
180 days
GE (SOUTH) BINNAGURI
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE (SOUTH) BINNAGURI
₹83,000
Yes
3 Nov 2022
28 Sept 2022
21 Oct 2022
28 Sept 2022
19 Oct 2022
12 Oct 2022
Amount
Schedule 'A'
Excavation in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. n exc 10 Sqm on plan and n exc 1.5 mtr in depth and getting out in soft/loose soil complete all as specified and as directed by Engr-in-Charge.
M&L PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) for fdn/ mass concrete complete all as specified and as directed by Engr-in-Charge.
M&L for RCC Type B-1,M-20 (1:1.5:3) (20 mm graded aggregate) 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.
M&L RCC Type B1 M-20 (1:1.5:3) (20 mm graded aggregate) in Columns, pillars, piers, posts and struts complete all as specified.
M&L TMT 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 clips complete all as specified and as directed.
Ditto, as above 5 item but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed.
M&F Formwork flat fair finished 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 complete all as specified.
M&L Formwork square, rectangular or plougonal fair finished surfaces to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified.
M&L for brick work with old size sub class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L for rendering 15 mm thick on brick work or concrete surfaces in cement mortar (1:4) finished surfaces even and smooth complete all as specified and as directed.
M&L for preparation new plaster surfaces of wall and applying 1 mm wall care putty and two coats of weather coat paint complete all as specified and as directed by Engr-in-Charge.
M &L for Stone Hardcore of gauge n exc. 63 mm, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engr-in-Charge.
M&L for 100 mm thick cement concrete type B1, 1:2:4 (20mm graded aggregate) as in flooring of floor etc and finished the spike rolling for vehicle to move including making joints to the full depth of PCC at every 3 metres and at every change of direction and filling the same with & including bitumen and sand 1:2 by weight complete all as specified and as directed.
M & L for forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’
S&F steel work in i.e. Truss bottom, top bend, sides, side supports, holding plates, posts and base plate for stud column in rcc etc including special shaped washers etc complete using ERW or induction butt welded tubes conforming grade St-240 complete all as specified and as directed by the Engr-in-Charge.
S&F angle iron, MS flat iron in wind ties and similar work confirming to Fe 410-0 or Fe 310-0.complete all as specified and as directed by the Engr-in-charge
S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed by the Engr-in-Charge.
S& F of 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 as specified
M&L for two coat of synthetic enamel paint over a coat of red oxide including preparation on steel surfaces of any description over 10 cm width or girth complete all as specified and as dircted.
M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment as approved laid over and including 25 mm thick consolidated sand cushion and joints filled with sand complete all as specified and directed.
M&L Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out in soft and loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,
M&L cement concrete (1:2:4) type B-2 (using 40mm graded aggregate) in foundation, filling, mass concrete complete all as specified and directed by Engr-In-Charge.
Supply & fix framed work such as grills, gratings, etc., with ends of bars shouldered and/or riv-eted, 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 390 Gde E-165 complete all as directed by the Engr-in-Charge.
M & L PCC (1:3:6) type C1 as in holdfast block, coping, bedblock etc.
M & L for N exc 150 sqm cm Exc. Cutting holes into or through brick walls built in mud mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 type B-l as required .
BINOD TRADING CO.
M/s. RAMPHAL GARG
S.N. GHOSH AND CO.
M/s. MD IRSHAD
M/S VIRENDRA KUMAR SINGH
M/S MOHAN KUMAR BANSAL
Tirupati Construction
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