Western Coalfields Limited Tender
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Western Coalfields Limited - WCL Tender
Eprocure
Opening Date7 Apr 2021
Closing Date26 Apr 2021
Tender Amount₹ 1,13,39,552
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_WCL_203912_1Bid Award Id
ViewTender No
wcl-hq-gmciv-e01-2021-22Tender Authority
Western Coalfields Limited ViewPurchaser Address
-Website
http://http://www.westerncoal.in/
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Documents
BOQ Items
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Bituminous Macadam
Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor. (ii) for GradingII(19 mm nominal size) bitumen content 3.5%
378
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Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
(i) @ 0.25 kg per sqm (normal bituminous surfaces)
7560
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Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades all complete as per clause 510 of specification.
(ii) Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion.
7560
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Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats all complete as per clause 511 of specification.
(ii) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping (aggregate shall pass 2.36mm seal and retained to 180 micron sieve) and penetration bitumen of suitable grade all complete as per clause 511 of specification.
7560
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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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
All kinds of soil
171
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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 :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from
natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
33.7
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Providing and laying 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).
118
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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. 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).
55
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Cold twisted bars
8930
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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
433
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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.
352
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Providing and fixing on wall face unplaticised Rigid PVC rainwater pipes as weep holes conforming to lS:13592 TypeA (i)Single socketed pipes : 75mm diameter
36
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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.
290
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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.
248.4
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
10
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Providing and construction of a gabain structure for retaining the earth with Hexagonal wire mesh gabion of size 6mx1.00mx1.50 m each divided into 1.5 m compartments by cross netting, made from 2.70mm galvanised steel wire@26.80kg per 10sqm confirming to lS 280 for soft wire (350-550Mpa) and galvanizing coating conforming to lS:4826, mesh with double twist, mesh size not exceeding 80x100mm, filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanised steelwire etc. complete as per instruction of Engg-in-Charge.
150
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
102
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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 40 mm nominal size derived from natural sources).
9.6
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Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
300
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Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :
Flush/ Ruled pointing
420
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising glass Beads on Bituminous Surface : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per lRC:35. The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.
252
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Metal Beam Crash Barrier : A: Type - A, "W" : Metal Beam crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thickcorrugated sheetmetal beam rail , 70 cm above road / ground level, fixed on lSMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to lS:1367 and lS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause 811)
900
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
72
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Total impact of GST for the purpose of CTC
1
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