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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.2 LAccepted-AOC GOYALA PARA BARAKAR POST BARAKAR DIST PASCHIM BARDHAMAN PASCHIM BARDHAMAN WEST BENGAL INDIA 713324 | BARAKAR | PASCHIM BARDHAMAN | WEST BENGAL | 713324 | ₹3.2 L | L-1 | Accepted-AOC PO AWARDED |
| 2 | L-2₹3.2 LRejected-Finance 38 3N BARAKAR BEGUNIA KULTI BARDHAMAN WEST BENGAL 713324 | BARDHAMAN | PASCHIM BURDWAN | WEST BENGAL | 713324 | ₹3.2 L | L-2 | Rejected-Finance QUOTED HIGHER THAN L-1 |
| 3 | L-3₹3.4 LRejected-Finance BEGONIA GHOSH PARA BARAKAR BARDHAMAN 713324 WEST BENGAL INDIA | BARAKAR | BARDHAMAN | WEST BENGAL | 713324 | ₹3.4 L | L-3 | Rejected-Finance QUOTED HIGHER THAN L-1 |
Tender Value
₹3.4 L
EMD Value
₹4,300
Closing Date
5 Mar 2026, 5:00 pmClosed
GM CV AREA
OFFICE OF THE GENERAL MANAGER CV AREA XII
Repair and maintenance of Switch Room at DBOCP under C.V. Area.
2026_BCCL_354020_1
BCCL/XII/ACE/ e-Tender-95/2025-26/441 Date-20.02.2026
Open Tender
Civil Works - Buildings
23 days
CV AREA
Please refer to the tender document.
3 documents required · 3 mandatory
₹4,300
24 Mar 2026
21 Feb 2026
6 Mar 2026
21 Feb 2026
5 Mar 2026
22 Feb 2026
21 Feb 2026 - 26 Feb 2026
ROOFING 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.
EARTH WORK 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.
EARTH WORK Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Brick Flat Soling
CONCRETE WORK 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).
REINFORCED CEMENT CONCRETE 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 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).
REINFORCED CEMENT CONCRETE 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).
REINFORCED CEMENT CONCRETE Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
REINFORCED CEMENT CONCRETE Centering and shuttering including strutting, propping etc. and removal of form for Weather shade, Chajjas, corbels etc., including edges
B/W WITH FLY ASH F&P
B/W WITH FLY ASH S&S
FINISHING 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
FINISHING White washing with lime to give an even shade : New work (three or more coats)
FINISHING Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime
EARTH 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.
CONCRETE WORK Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
STEEL WORK Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
STEEL WORK 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
FINISHING Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
FLOORING Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Total impact of GST for the purpose of CTC
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tech_eval.pdf
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