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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC IN FRONT OF SBI BANK KHARGONE ROAD SANAWAD DIST KHARGONE SANAWAD KHARGONE WEST NIMAR MADHYA PRADESH 451111 | KHARGONE | MADHYA PRADESH | 451111 | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹16.5 L+₹1.6 L (10.8%)Rejected-Finance | L2 | Rejected-Finance L2 bidder | |
| 3 | L3₹16.5 L+₹1.6 L (10.8%)Rejected-Finance | L3 | Rejected-Finance L3 bidder | |
| 4 | L4₹16.6 L+₹1.7 L (11.2%)Rejected-Finance WARD NO 2 21 GRAM PANCHAYAT SAILANI NEAR PIPAL TREE SIDDHWARKUT DISTT KHANDWA 450554 M P | EAST NIMAR | MADHYA PRADESH | 450554 | L4 | Rejected-Finance L4 bidder | |
| 5 | L5₹16.9 L+₹1.9 L (13.0%)Rejected-Finance | L5 | Rejected-Finance L5 bidder |
Tender Value
₹24.1 L
Closing Date
6 Feb 2021, 3:00 pmClosed
DGM CandP
Admin Building Omkareshwar Power Station
Construction of Shed for Car Parking at I-Type building and Hospital in Urja Vihar Colony, Omkareshwar Power Station, Siddhwarkut
2021_NHDC_610179_1
NHDC/3/C/096/NIT-505/21/110 Date 16.01.2021
Open Tender
Civil Works
Works
120 days
Omkareshwar Power Station
Please refer Tender documents.
10 documents required · 10 mandatory
₹590
Yes
NHDC Ltd
Exempted
28 Apr 2021
16 Jan 2021
10 Feb 2021
16 Jan 2021
6 Feb 2021
16 Jan 2021
16 Jan 2021 - 30 Jan 2021
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: : All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls- Under 20 cm wide
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size)
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size)
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
Provding and fixing precoated galvanised steel sheet rooofing accessories 0.50mm (+ 0.05%) total cated thickness, Zinc coating 120gsm as per IS:277 in 240mpa steel grade 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping scres complete. Gutter (600mm over all girth)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Ravi shankar sharma
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