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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance 00 SODEPUR VILLAGE SODEPUR BARDHAMAN WEST BENGAL 713360 | PASCHIM BARDHAMAN | WEST BENGAL | 713360 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance VILL SODEPUR P O SUNDARCHAK P S KULTI DIST PASCHIM BARDHAMAN STATE WEST BENGAL PIN 713360 | KULTI | PASCHIM BARDHAMAN | WEST BENGAL | 713360 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance BARDHAMAN | WEST BENGAL | 713364 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance BISHNU BIHAR COLONY BEHIND KULTI MUNICIPALITY NEAMATPUR DIST PASCHIM BARDHAMAN WB 713359 | NEAMATPUR | PASCHIM BARDHAMAN | WEST BENGAL | 713359 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance 63 MALIBABU HOUSE SEALDANGA KULTI STATION ROAD NEAR KULTI RAILWAY STATION BARDHAMAN WEST BENGAL 713343 | PASCHIM BARDHAMAN | WEST BENGAL | 713343 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3.7 L
EMD Value
₹4,600
Closing Date
19 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE (Civil)
Office of the General Manager Sodepur Area, P.O. Sundarchak, Dist.-Burdwan, West Bengal-713360
Repairing and renovation of Sub Station / Transformer room at Sodepur Central Workshop.
2026_ECL_350424_1
SDPA/Civil/G-11/25-26/141 Dt-02.01.2026
Open Tender
Civil Works - Buildings
Percentage
60 days
Sodepur Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,600
21 Jan 2026
2 Jan 2026
20 Jan 2026
3 Jan 2026
19 Jan 2026
3 Jan 2026
3 Jan 2026 - 12 Jan 2026
PART A : Civil
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 fine sand : 8 graded stone aggregate 40 mm nominal size)
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 common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
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 : 3 graded stone aggregate 20 mm nominal size)
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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing, transporting, hoisting and fixing above plinth level up to foor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the 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 above plinth level. Thermo-Mechanically Treated 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 : Columns, Pillars, Piers, Abutments, Posts and Struts
Halfbrickmasonrywithcommonburnt clayF.P.S. (nonmodular)bricksof class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand)
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: 3 graded stone aggregate 20 mm nominal size)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
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
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
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
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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
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.
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