Western Coalfields Limited Tender
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Western Coalfields Limited - WCL Tender
Civil And Construction
Road Construction
Excavation
Eprocure
Opening Date12 Dec 2024
Closing Date31 Dec 2024
Tender Amount₹ 2,85,27,840
Costs
EMD
₹ 3,56,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WCL_323213_1Tender No
wcl-ba3650-civ-e109-24-25/476Tender Authority
Western Coalfields Limited ViewPurchaser Address
-Website
http://http://www.westerncoal.in/
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Documents
BOQ Items
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Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR 30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. Plant Mix Method For Grading-III Material
1131
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Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.By Mechanical Means Note: for 1.00 cum of compacted thickness contractor have to supply following materials Grading- I (63 to 45mm)=1.21 cum Using Screening Type-A (13.2mm Agg.)=0.24 cum , stone dust=0.08 cum
1131
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Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.By Mechanical Means Note: for 1.00 cum of compacted thickness contractor have to supply following materials Grading- II (53 to 22.4mm)=1.21 cum Using Screening Type-A (11.20mm Agg.)=0.24 cum , stone dust=0.08 cum
1463
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Providing and constructing 75mm.thick Modified Penetration Macadam(MPM)road surface including all materials, preparing the existing road surface,spreading 40mm .stone metal layers 30% crusher broken metal+70%Hand broken (by breaking rubble obtained by blasting)heating and spraying the bitumen of specified grade@2Kg/sqm,spreading 12mm.size chips compacting with three wheel static roller having weight 8 to10MT .to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete.Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)
9750
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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. (i) Case - I: Mechanical method using Penetration grade Bitumen and HMP of
appropriate capacity not less than 75 tonnes/hour.
9750
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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.
9750
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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.
278
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Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row.Providing and Laying Reinforced cement
concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.1200 mm dia
20
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Supplying and filling in plinth with sand under floors,
including watering, ramming, consolidating and dressing complete.
19
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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 20 mm nominal
size derived from natural sources).
19
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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 :1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
87.5
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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.Hot rolled deformed bars
6125
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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
46
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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.
280
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
612
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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
30.5
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Providing and laying weepholes of 100mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
24
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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 for all lift
145
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Earth work in excavation by mechanical means in drain / nallah of required size & shape in ordinary soil, soft rock, muddy soil etc. & disposal of excavated earth by levelling & dressing to a lead of 0 to 25 metres from the edge of nallah as per the instruction of the Engineer-in-charge including all lead & lift, hire charges & running cost of all machines, driver, khalasi, chowkidar etc. all complete.
6635
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Total impact of GST for the purpose of CTC
1
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