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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.2 CrAccepted-AOC RAI NIVAS SREE RAM KUNJ NEAR ST EXAVER SCHOOL GATE NO 2 NAWADIH P O POLITECNIC DHANBAD 828130 DHANBAD JH 828130 | DHANBAD | DHANBAD | JHARKHAND | 828130 | ₹7.2 Cr | L-1 | Accepted-AOC L-1 bidder |
| 2 | L-2₹8.5 CrRejected-Finance | ₹8.5 Cr | L-2 | Rejected-Finance L-2 bidder |
| 3 | L-3₹8.9 CrRejected-Finance | ₹8.9 Cr | L-3 | Rejected-Finance L-3 bidder |
| 4 | L-4₹9.3 CrRejected-Finance | ₹9.3 Cr | L-4 | Rejected-Finance L-4 bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder did not submit BOQ against both experiences due to which compliance to similar nature cannot be established and undertaking submitted was not in valid format as per NIT and Article of Association against legal status was not submitted |
Tender Value
₹10.1 Cr
EMD Value
₹12.6 L
Closing Date
12 Feb 2026, 5:00 pmClosed
GM(Civil/Industrial)
Office of GM Civil, CED HQ, BCCL, Koyla Nagar
Precast RCC Slab Fencing of Mine Boundary, Coal Dump and siding under Bastacolla Area
2026_BCCL_351900_1
BCCL/CED/TC/eNIT-53/25-26/901 dated 27.01.2026
Open Tender
Civil Works - Others
300 days
Bastacolla Area, BCCL
As per NIT
5 documents required · 5 mandatory
₹12.6 L
11 Jun 2026
27 Jan 2026
14 Feb 2026
27 Jan 2026
12 Feb 2026
28 Jan 2026
27 Jan 2026 - 5 Feb 2026
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.Ordinary rock
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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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).
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of 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.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
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.
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 work for :Foundations, footings, bases for columns
Total impact of GST for the purpose of CTC
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