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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 LAccepted-Finance | ₹2.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹2.7 LRejected-Finance BARORA NAWAGARH DHANBAD DHANBAD 828306 JHARKHAND INDIA | DHANBAD | DHANBAD | JHARKHAND | 828306 | ₹2.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.7 LRejected-Finance AT DUMRA P O NAWAGARH DIST DHANBAD JHARKHAND 828306 | DHANBAD | JHARKHAND | 828306 | ₹2.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹2.8 LRejected-Finance | ₹2.8 L | L4 | Rejected-Finance L4 |
| 5 | L5₹2.8 LRejected-Finance | ₹2.8 L | L5 | Rejected-Finance L5 |
Tender Value
₹4.6 L
EMD Value
₹5,800
Closing Date
23 Mar 2026, 6:00 pmClosed
General manager Barora Area
office of the General manager Barora Area
Miscellaneous Civil work for ETP at Damoda workshop and Muraidih workshop under Barora Area
2026_BCCL_356617_1
GM/Ar-1/Civil/e-NIT/25-26/96 dt-13.03.2026
Open Tender
Civil Works - Others
45 days
Barora Area
As per NIT
3 documents required · 3 mandatory
₹5,800
1 Apr 2026
13 Mar 2026
24 Mar 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
13 Mar 2026 - 17 Mar 2026
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.
Brick flat soling
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).
Flyash Brick work in S & S (1:6)
12 mm thick cement plaster 1;4 with punnying
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 level1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). :
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete
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.
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 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 Engineer-in-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.
25 mm thick cc flooring 1;2;4
Total impact of GST for the purpose of CTC
stage.html
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tech_eval.pdf
fin_eval.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_369476.xls
BOQ • 0.27 MB
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