Eastern Coalfields Limited Tender
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Eastern Coalfields Limited - ECL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date19 Mar 2024
Closing Date1 Apr 2024
Tender Amount₹ 6,47,718
Costs
EMD
₹ 8,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ECL_305333_1Bid Award Id
ViewTender No
GM/SBA/CE/e-Tender/23-24/59 Dated 16-03-2024Tender Authority
Eastern Coalfields Limited ViewPurchaser Address
-Website
http://http://www.easterncoal.gov.in/
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Documents
BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
1.14
307
269.3
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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
7.13
3141
440.65
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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.
1.38
167
121.05
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P/L in position specified grade of reinforced cement concrete, excluding the Cost of centering, shuttering, ifnishing and reinforcement- 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).
2.48
16002
6452.8
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R.C.C. 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).
0.84
6745
8030.65
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R.C.C. 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).
2.96
24924
8420.4
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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. Thermo-Mechanically Treated bars of grade Fe-500D or more.
236.8
22673
95.75
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
5.76
1551
269.3
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
8.82
4964
562.9
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Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
16.4
10573
644.7
... More
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
8.54
4219
494.05
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
7.13
4399
617
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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)
1.1
6311
5737.7
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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)
4.42
30823
6973.6
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12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
56.93
12911
226.8
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12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
7.92
2335
294.85
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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
7.13
1452
203.65
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
31.93
4071
127.5
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
40.05
5288
132.05
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P/F 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 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
2
7914
3957.1
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Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
4
471
117.8
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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.
10.21
1927
188.75
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Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (Cost of earth works in excavation, concrete works in foundation to be paid separately).
8.51
204900
24077.65
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Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (Cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre Cost of total length of barbed wire used. With G.I. barbed wire
1800
18810
10.45
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Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
7.66
2062
269.3
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Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
24.38
146770
6020.1
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Total impact of GST for the purpose of CTC
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