Western Coalfields Limited Tender
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Western Coalfields Limited - WCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Feb 2025
Closing Soon6 Mar 2025
Tender Amount₹ 2,82,86,745
AI Insights
Technical
Technical
Bid Capacity
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The bid capacity required can be summarized with the following values and formulas:
1. Work Experience: - 3 works * 40% of the tender value - 2 works * 50% of the tender value - 1 work * 80% of the tender value 2. Average Annual Financial Turnover: - 30% of the estimated cost put to tender over the last 3 years. These can also be represented as formulas where "x" is the estimated cost put to tender:
1. 3 * 0.4x
2. 2 * 0.5x
3. 1 * 0.8x This indicates the ability to have completed works that meet one of the above conditions, along with a specified average annual financial turnover.
Technical Capacity
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The required prior work experience for the bidder includes completion of similar works within the last 7 years. The value and percentage of similar works completed are as follows: - Completion of a single work of similar nature costing not less than 80% of the estimated cost put to tender.
- Completion of two works of similar nature, each costing not less than 50% of the estimated cost put to tender.
- Completion of three works of similar nature, each costing not less than 40% of the estimated cost put to tender.
In the case of a joint venture, the experience of individual partners can be combined to meet the qualification criteria, with the proportionate value of experience considered based on the actual share of the bidder in the joint venture firm or partnership firm. A weightage of 5% per year is given to bring the cost of previous completed works to the current price level. Additionally, for each partner in a joint venture, at least one work of similar nature costing not less than 40% of the estimated cost put to tender is required. The system will calculate the value of each qualifying experience by multiplying the value with the percentage share of experience and adding 5% for each completed year after the end date of experience of work.
Costs
EMD
₹ 3,53,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WCL_329559_1Tender No
wcl-ba3650-civ-e152-24-25/636Tender Authority
Western Coalfields Limited ViewPurchaser Address
-Website
http://http://www.westerncoal.in/
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Documents
BOQ Items
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Dry Lean Cement Concrete Sub-base
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.
919
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-
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Cement Concrete Pavement
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form. or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but including cost of steel in dowel bar and tie rods etc.
1780
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-
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Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. Earthen shoulders (CBR value 7)
214
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-
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Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.
935
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-
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
9
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-
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PCC M-15 in Foundation
Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days, as per MORT&H Specification 409.
54
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-
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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row.Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding induded) in single 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.
80
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-
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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 derived from natural sources)
55
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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.
223
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Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300
2540
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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
4400
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-
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Total impact of GST for the purpose of CTC
1
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