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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance AT BONGA ITKHORI CHATRA | CHATRA | JHARKHAND | 825103 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.8 L
EMD Value
₹2,250
Closing Date
28 Feb 2026, 5:00 pmClosed
Area Manager (Civil)
Office of the General Manager, Civil Department, Bilbera House, Sonardih, Govindpur Area III.
Renovation of one room rest shelter at PIT office under Maheshpur colliery under Govindpur Area
2026_BCCL_353787_1
BCCL/GM/AR III/ACE/ E-NIT/25-26/131/8914-8939
Open Tender
Civil Works - Others
Percentage
15 days
Govindpur Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,250
2 Mar 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
28 Feb 2026
21 Feb 2026
21 Feb 2026 - 28 Feb 2026
Civil work
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.
roviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering1:4:8 (1 Cement : 4 manufactured sand derived from Recycled concrete aggregate (RCA)8 graded stone aggregate 40 mm nominal size Recycled aggregate (RA)
Brick work in cement mortar1:6 (1 cement : 6 coarse sand ) in foundation and plinth with fly ash bricks cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size
Brick work with clay flyash F.P.S(non-modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement:6 coarse sand)
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 coars 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.cold twisted bars kilograms
Centering and shuttering including strutting, propping etc. and removal of form for Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
12 mm cement plaster of mix1:6 (1 cement :6 fine sand)
12 mm cement plaster finished with a floating coat of neat cement 1:4 (1 cement : 4 fine sand)
cenment concrete flooring 1:2:4(1 cement : 2 coarse sand:4 graded stone agrregate ) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc complete 25 mm thick with 20 mm nominal size stone aggregate
Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete,including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece
P/F M.S Sheet window
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
P/F Ac sheet roofing
Labour charge for structural steel
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundationsetc. in layers not exceeding 20cm in depth, consolidating each deposited layer by rammingand watering, lead up to 50 m and lift upto 1.5 m.
Total impact of GST for the purpose of CTC
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