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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC 615 BHAIROTAL BAZA DAFAI BHAIROTAL KORBA CG 495454 | KORBA | CHHATTISGARH | 495454 | ₹1.6 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC The work has been awarded to the L1 bidder |
| 2 | L2₹1.4 Cr+₹5.7 L (4.21%)Rejected-Finance | ₹1.4 Cr+₹5.7 L (4.21%) | L2 | Rejected-Finance Due to L2 bidder |
| 3 | L3₹1.4 Cr+₹6.6 L (4.83%)Rejected-Finance 7 | KORBA | CHHATTISGARH | 495677 | ₹1.4 Cr+₹6.6 L (4.83%) | L3 | Rejected-Finance Due to L3 bidder |
| 4 | L4₹1.5 Cr+₹10.1 L (7.47%)Rejected-Finance | ₹1.5 Cr+₹10.1 L (7.47%) | L4 | Rejected-Finance Due to L4 bidder |
| 5 | L5₹1.5 Cr+₹16.9 L (12.5%)Rejected-Finance JANGAL SIDE TELSARA ROAD BANKI MONGRA POST KORBA DISTT KORBA C G PIN 495447 | KORBA | CHHATTISGARH | 495447 | ₹1.5 Cr+₹16.9 L (12.5%) | L5 | Rejected-Finance Due to L5 bidder |
Tender Value
₹2.8 Cr
EMD Value
₹3.5 L
Closing Date
13 Nov 2023, 5:00 pmClosed
General Manager (Civil), SECL, Gevra Area
Office of the General Manager (Civil) , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)
Construction of boundary wall for Gevra CHP (Phase - I) under Gevra Project of Gevra Area.
2023_SECL_292188_1
SECL/GA/GM(C)/ETN/23-24/96 Dt 27.10.2023
Open Tender
Civil Works - Others
Item Rate
180 days
Gevra Area
As per NIT
5 documents required · 5 mandatory
₹3.5 L
27 Mar 2024
28 Oct 2023
15 Nov 2023
28 Oct 2023
13 Nov 2023
29 Oct 2023
28 Oct 2023 - 6 Nov 2023
Amount
Item Description/ Heading
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 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 : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
"Brick work with fly ash bricks in super structure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand)
Total impact of GST for the purpose of CTC
VIRI ASSOCIATES (JV)
Agrwal stone crushing company
M/s. V P Jain
HANUMAN PRASAD PANDEY
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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