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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC GSTIN: 20GCWPS8964P1Z7AT TELIYABANDH KATRAS AREA DHANBAD JH 828114 | DHANBAD | DHANBAD | JHARKHAND | 828114 | ₹2.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 LRejected-Finance GSTIN: 20ASIPS0400J1Z7AT SIJUA MORE P O SIJUA DHANBAD JH 828121 | DHANBAD | DHANBAD | JHARKHAND | 828121 | ₹2.4 L | L2 | Rejected-Finance NOT L1 |
| 3 | L3₹2.5 LRejected-Finance GSTIN: 20AUAPS8357C1ZU, 22BDTPS3002D1ZVAT NATIONAL ANGARPATHARA APC P O KATRASGARH DHANBAD JH 828113 | DHANBAD | JHARKHAND | 828113 | ₹2.5 L | L3 | Rejected-Finance NOT L1 |
| 4 | L4₹2.6 LRejected-Finance GSTIN: 20AIMCS6615F1ZB, 20BHMPS8252E1ZA | ₹2.6 L | L4 | Rejected-Finance NOT L1 |
| 5 | L5₹2.6 LRejected-Finance GSTIN: 20AMOPP1454F1Z9 | ₹2.6 L | L5 | Rejected-Finance NOT L1 |
Tender Value
₹3.5 L
EMD Value
₹4,400
Closing Date
21 Mar 2026, 5:00 pmClosed
Area Civil Engineer
Katras Area Office
Providing rest shelter at Sijua Siding under Katras Area
2026_BCCL_356335_1
GM/KA-IV/Civil/eNIT/2025-26/38
Open Tender
Civil Works - Others
20 days
Katras Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹4,400
22 Apr 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
11 Mar 2026 - 18 Mar 2026
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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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).
Flyash brick work in F & P 1:6
Flyash brick work in S & S 1:6
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.Thermo-Mechanically Treated bars of grade Fe-500D or more
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Brick flat soiling
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Neat cement punning.
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 laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.Two or more coats on new work
Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
Total impact of GST for the purpose of CTC
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