Central Coalfields Limited Tender
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Costs
EMD
₹ 15,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CCL_333209_1Tender No
GM(PPR)/Civil/E-tender/2024-25 /3922Tender Authority
Central Coalfields Limited ViewPurchaser Address
-Website
http://http://www.centralcoalfields.in
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Documents
Repair of sub station and transformer shed at Pipal chowk, Bishujhapa and Bachra workshop under GM Unit, Piparwar Area
BOQ Items
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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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
5.42
7365
39921.01
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Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fllets, 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)
2.85
8441
24057.85
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Reinforced cement concrete work in beams, suspended floors, roofs having slope ur to 15° landings, balconies, shelves, chajlas, lintels, bands, plain window sills, staircases and spiral staircases 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 incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 20%)
3.78
8628
32616.3
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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)
10.26
5322
54605.26
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Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level in all
shapes and sizes in : Cement mortar 1:6(1 cement: 6 coarse sand)
20.64
6494
134051.64
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12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
160.68
217
34980.04
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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.
45.5
571
25980.5
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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.
656.36
77
51163.26
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars
903.75
75
67962
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Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
12.6
262
3308.13
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Centering and shuttering including strutting, propping etc. and removal of form work for : Columns, piers, abutments, pillars, posts and struts
67.05
621
41691.69
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PART B : (BISHUJHAPA SUB STATION ) Brick work with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level in all
shapes and sizes in : Cement mortar 1:6(1 cement: 6 coarse sand)
4.92
6494
31954.17
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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.
71.5
571
40826.5
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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)
14.61
6490
94832.05
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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.
137.55
77
10722.02
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Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos
rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as per directionof Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Springcore (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mmwith tape (0.52 mm thick) and weight
40
255
10234
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12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
215.07
217
46820.74
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Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of whiting
610.14
32
20104.11
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PART C (BACHRA WORKSHOP) 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)
7.43
6490
48227.39
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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.
159.39
571
91011.69
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12 mm cement plaster of mix : 1:6 ( 1 cement : coarse sand)
199.8
217
43496.46
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Colou washing such as green, blue or buff to give an even shade : new work ( two or more coats) with a base coat of whiting
1580
32
52061
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Total impact of GST for the purpose of CTC
1
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