Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | L1 | Accepted-AOC BEING L1 BIDDER | |
| 2 | L2₹10.0 L+₹37,619.50 (3.92%)Rejected-Finance 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | L2 | Rejected-Finance REJECTED DUE TO HIGH BID VALUE | |
| 3 | L3₹10.2 L+₹63,638 (6.63%)Rejected-Finance | L3 | Rejected-Finance REJECTED DUE TO HIGH BID VALUE | |
| 4 | L4₹10.3 L+₹70,059.55 (7.30%)Rejected-Finance MES CHOWPATHY PO HASIMARA DISTT JALPAIGURI PIN 735215 WB | HASIMARA | JALPAIGURI | WB | 735215 | L4 | Rejected-Finance REJECTED DUE TO HIGH BID VALUE | |
| 5 | L5₹10.3 L+₹73,087.80 (7.62%)Rejected-Finance | L5 | Rejected-Finance REJECTED DUE TO HIGH BID VALUE |
Tender Value
₹13 L
EMD Value
₹26,000
Closing Date
21 Feb 2020, 6:00 pmClosed
GE (AF) HASIMARA
GE (AF) HASIMARA PO HASIMARA DIST ALIPURDUAR WB-735215
PROVN OF VERANDAH IN MD ACCN QTR AND OTHER ALLIED WORKS AND PROVN OF CHEQUERED TILES AND INTERLOCKING TILES AT IMTRAT UNDER GE (AF) HASIMARA
2020_MES_316290_1
C/8362/19-20/E8
Open Tender
Civil Works
Item Rate
150 days
GE (AF) HASIMARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (AF) HASIMARA
₹26,000
Yes
17 Mar 2020
18 Jan 2020
22 Feb 2020
18 Jan 2020
21 Feb 2020
1 Feb 2020
Amount
SCHEDULE 'A' PART-I Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed.
Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.
M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.
M & L for Brick work with sub class 'B' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed.
M & L for brick work with sub class 'B' bricks, straight or curved on plan to any radius, built in cement mortar 1:4 as in half brick thick walls complete all as specified and directed.
M & L Reinforced Cement Concrete 1:1.5:3, Type A-1 (Nominal Mix) (using 20 mm graded stone aggregate) as in beams, cantilevers, lintels over 1.5m span complete all as specified and directed. (Note : Reinforcement will be measured & paid seperately)
M & L for use & waste 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, etcetc complete all as specified and directed.
S & F TMT steel bars 6mm to 8mm dia., and over cut to length, bend 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 quality complete all as specified and directed.
S & F TMT steel bars 10 mm dia., and over cut to length, bend 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 quality complete all as specified and directed.
S & F Mild steel TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders 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 etc complete all as specified and directed.
S & F MS steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St-240 complete all as speicfied and directed.
S & F Rolled mild steel in Plates (plain or chequered) channels fo grade Fe 410-W (Gde-E- 250) quality-A, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as speicfied and directed.
S & F Rolled mild steel sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc of grade Fe 410-W (Gde-E- 250) quality-A complete all as speicfied and directed.
S & F Mild steel screw bolts of 11 to 15 mm diameter of shank (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 5cm and n exc 10cm long complete all as specified and directed.
S & F Pre-Painted galvalume aluminum zinc coating GI based corrugated 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 per manufacturer's instruction complete all as specified and directed.
S & F 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 ridges/vally gutter, fixed with self tapping screws as per manufacturer's instruction complete all as specified and directed.
S & F mild steel bands, straps, supports or stays of rain water, ventilating pipes including bolts, hooks (stay) for large gates, hook and pintel hinges, clamps, hold fasts, wall ties,flat iron fillets for securing wire mesh, wind tie, fan hook and similar work including necessary drilling bolting or riveting etc conforming to Fe – 290 Gde E – 165 complete all as specified and as directed.
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces even and smooth without using extra cement complete all as specified and directed.
M & L for rendering 15 mm thick in two coats (10mm+5mm each) on fair faces of brick work or concrete surfaces in cement mortar 1:4, mixed with integral water proofing compound with weight of cement in top layer as per manufacturer's instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item).
Supply only integral water proofing compound (ISI marked) complete all as specified and directed.
Spreading and levelling in layers n.exc 25 cm thick and well ramming including watering complete all as specified and directed.
M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M & L for 75 mm thick, plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in sub-base of flooring, etc complete all as specified and directed.
M & L for 40 mm thick, plain cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in floors laid in alternate bays and finishing the surfaces even & smooth with using extra cement complete all as specified and directed.
S & F 3 mm thick, 38mm wide glass dividing strips and inserted in position to conform to design complete all as specified and directed.
M & L for 75 mm thick, plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in plinth protection etc, finishing cement concrete surface even and smooth without using extra cement including making joints with bitumastic filing in proportion of bitumen and sand 1:2 complete all as specified and directed.
M & L for Preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide, zine chrome primer complete all as specified and directed.
M & L for preparing newly plastered surfaces of internal walls, etc and applying two coats of distemper oil emulsion over a coat of alkali resistant primer complete all as specified and directed.
M & L for Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.
Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
M & L for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.
M & L for 75 mm thick, plain cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in sub-base of floooring/hard standing, etc complete all as specified and directed.
M & L for Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed.
M & L for non skid, coloured, heavy duty tiles for outdoor, 10 mm thick, (square/rectangular) polished, area of each tiles exc 0.06 sqm but n.exc 0.11 sqm, in floors, etc including 20 mm thick screed bed in cement mortor 1:6 and set & jointed in neat cement slurry and pointed in white or coloured cement to match with the shade of tiles complete all as specified and directed.
Material and labour for 25 mm thick pre-polished cement concrete chequered tiles, glossy finish , smooth in design , compressive strength 300 kg/Sqcm, ISI marking (IS-13801-1993), set, jointed in neat cement slurry and pointed with white cement mixed with pigment to match over and including 20mm thick scread bed in cement mortar 1:6 complete all as specified and directed
M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed.
M & L for Plain cement concrete 1:2:4, type B-1, (using 20 mm graded stone aggregate) as in benching, coping, lintel upto 1.5m span cast in situ including necessary form work complete all as specified and directed.
S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed.
M/S. KUMAR CONSTRUCTION CO.
M/S BISHAL ENTERPRISES
M/S MANODEEP CONSTRUCTION
M/S DEY ENTERPRISE
SRI HANUMAN PRASAD AGARWALLA
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .