Western Coalfields Limited Tender
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Western Coalfields Limited - WCL Tender
Civil And Construction
Excavation
Eprocure
Opening Date7 Aug 2024
Closing Date29 Aug 2024
Tender Amount₹ 6,82,46,146
Costs
EMD
₹ 8,53,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WCL_314539_1Bid Award Id
ViewTender No
wcl-hq-gmciv-e05-2024-25Tender Authority
Western Coalfields Limited ViewPurchaser Address
-Website
http://http://www.westerncoal.in/
GEM & Bid Advisory Services
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BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m ,disposed earth to be levelled and neatly dressed. Hard Rock requiring blasting (for lift 3.00 to 4.50 m)
685
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m ,disposed earth to be levelled and neatly dressed. Hard Rock requiring blasting (for lift 4.50 to 6.00 m)
460
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m ,disposed earth to be levelled and neatly dressed. Hard Rock requiring blasting (for lift 6.00 to 7.50 m)
280
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m ,disposed earth to be levelled and neatly dressed. Hard Rock requiring blasting (for lift 7.50 to 9.00 m)
140
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-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m ,disposed earth to be levelled and neatly dressed. Hard Rock requiring blasting (for lift 9.00 to 10.00 m)
55
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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 1.50 m.
2710
-
-
Carriage of material by mechanical transport including loading, unloading and stacking of earth. Lead upto 1.00 Km (Including excavated material from Part C)
9390
-
-
Part B: Construction of RCC Box for proposed incline of Sharda UGM Length 45 m)
-
-
-
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 40 mm nominal size derived from natural sources)
30
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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)
206
-
-
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. upto floor one 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)
166
-
-
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).
206
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
65
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
580
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
310
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeCold twisted bars.
37600
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-
Boulder of hard variety in filing in sides of the wall etc. complete with all lead and lift as per the instruction of Engineer-in-charge.
184
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-
Boulder and sand filling on top of the slab as per instruction of the Engineer-in-charge, including cost of all material and labour, watering and ramming & consolidation complete with all lead and lift (100 cft boulder and 40 cft sand for 100 cft finished works).
120
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-
Providing and fixing Chlorinated polyvinyle-chloride (CPVC) pipes of 50mm dia and or required length in weep holes in wall as directed by the Engineer-In-Charge.
110
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-
Part C: Construction of Motor Rooms, Air Lock Room and arrangement for stand by fan.
-
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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 kind of soil.
24.5
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-
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, for all lift , including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock.
23.5
-
-
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 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
9.5
-
-
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in foundation upto plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
12
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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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
26.5
-
-
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
28
-
-
Reinforced cement concrete work in beams, suspended foors, 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).
18
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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. Cold twisted bars.
6760
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.
49
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
53
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-
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
68
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-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
74
-
-
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
54.5
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
8.4
-
-
Providing and fixing 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
14.4
-
-
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
110
-
-
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
270
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-
6mm cement plaster of mix :1:3 (1 cement: 3 fine sand)
40
-
-
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 for all lift
30
-
-
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
34
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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
-
-
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 60 grams/ litre
165
-
-
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
120
-
-
Finishing walls with Acrylic Smooth exterior paint of required shade .New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 sqm
220
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
45
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-
White washing with lime to give an even shade : New work (three or more coats)
175
-
-
Part D:Drivage of Incline Drift with Drilling, Blasting and loading with cutting of manhole, drain and support for drift and interconnections (522.81 m).
-
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Drilling, blasting and mucking by power drill in stone and all kinds of intersecting strata inclusive of cost of all materials and labour. The item includes loading of blasted material in tubs and it transportation to the surface through haulage. The drivage of drift per meter shall be of size 5.00 m width X 3.20 m height.
522.81
-
-
Drilling of holes of 20 mm dia and 1.5 m depth in roof for roof support and fixing of 22 mm dia roof bolt 1.65 mtr long with w-starp with resin grout by hydraulic roof bolter will be arranged by agency at its own cost. The measurment will be made in Nos for each completed roof bolt which will include cost of all material and labour.
2732
-
-
Cutting Manhole in wall at every 10 mtr interval (making recess in wall) of 0.75 mtr width, 1.20 mtr depth and 1.80 mtr height including chisel dressing inclusive of cost of labour T & P etc. complete
72.9
-
-
Cutting of drain in all kinds of strata including hard rock for sectional area as directed by Engineer-in-charge.
166.61
-
-
Providing and laying in position Cement Concrete of Grade 1:2:4 (1 cement : 2 sand: 4 graded stone aggregate 20 mm and down gauge), Including the cost of centering, shuttering, finishing and reinforcement etc complete.
45.12
-
-
Providing and fixing RS Joist ISMB 200 support for incline roof including cariage of Joists from surface to the place of fixing , making grooves of size 300 mm X 300 mm X300 mm at one and the other end, erecting the Joist in position and concereting the ends with cement concrete of grade (1:2:4) (1 cement : 2 sand: 4 graded stone aggregate 20 mm and down gauge) The measurment will be done in Nos for each girder support inclusive of all material & labour etc all complete.
100
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-
Total impact of GST for the purpose of CTC
1
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-
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