Western Coalfields Limited Tender
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Western Coalfields Limited - WCL Tender
Civil And Construction
Eprocure
Opening Date30 Jan 2025
Closing Date15 Feb 2025
Tender Amount₹ 3,45,47,840
AI Insights
Technical
Technical
Class Of Bidder
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Class-I local supplier and Class-II local supplier.
Bid Capacity
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To determine the bid capacity required, we look at the criteria evaluating a bidder's eligibility based on their experience and the value of the work they have completed. 1. Calculation of Qualifying Experience Value: The value of each qualifying experience is calculated by multiplying the value with the % share of experience and adding 5% for each completed year after the end date of the experience until the last date of the month previous to the NIT publication date. 2. Eligibility Criteria: - The system checks if the experience with the highest value exceeds 80% of the Estimated Contract Value (ECV). - If not, it checks if the top 2 experiences each exceed 50% of the ECV. - If still not met, it checks all 3 qualifying experiences to see if each exceeds 40% of the ECV. Given this information, the bid capacity required in terms of value and formulas can be summarized as follows: - Value Calculation Formula: Value of Experience = (Original Value of Experience * % Share of Experience) + (5% * Number of Completed Years After Experience End Date) - Eligibility Thresholds: 1. Highest Value Experience > 80% of ECV 2. Top 2 Experiences > 50% of ECV each (if the first condition is not met) 3. All 3 Experiences > 40% of ECV each (if the first two conditions are not met) Therefore, the bid capacity required to bid involves demonstrating experience in similar works with values that meet these specific thresholds relative to the Estimated Contract Value (ECV) of the tender.
Technical Capacity
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The required prior work experience for the bidder can be fulfilled in the following manner: a) completion of a single work of similar nature costing not less than 80% of the estimated cost put to tender, b) completion of two works of similar nature each costing not less than 50% of the estimated cost put to tender, c) completion of three works of similar nature, each costing not less than 40% of the estimated cost put to tender. The cost of previous completed works will be given a simple weightage of 5% per year to bring them to the current price level. In case of a joint venture, the experience of individual partners can be added together to fulfill the qualification criteria related to experience, with the proportionate value of experience in proportion to the actual share of the bidder in a joint venture firm/partnership firm considered against eligibility. The estimated cost for joint venture participation is above Rs. 2.0 Crores, with the lead partner having at least 50% participating share, and other partners having at least 20% participating share. Similar work is defined as the construction of any civil engineering work involving PCC and RCC work. The bidder must have prior work experience of having successfully completed similar works during the last 7 years.
Costs
EMD
₹ 4,31,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_WCL_327401_1Tender No
um4550-civ-0055-2024-25Tender Authority
Western Coalfields Limited ViewPurchaser Address
-Website
http://http://www.westerncoal.in/
GEM & Bid Advisory Services
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BOQ Items
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Boulder & moorum filling in plinth including cost of boulder & moorum including all labour etc. complete as per instruction of EIC
433
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-
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Plain cement concrete in sub-structure complete as per drawing and technical specifications A PCC Grade M15 including Centering and shuttering complete.
180
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-
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Plain cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 including Centering and shuttering complete.
38
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-
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Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25 including Centering and shuttering complete.
1233
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-
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications as per relevant clauses of section 1600
123.3
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78. (available excavated sandy soil in place of Granular material)
587
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-
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and clause 2702 of specifications.
31
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-
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
129
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-
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Transportation of Loose moorum/sand/earth/ surkhi/ cement/stone dust/hot mix asphalt material by mechaical r-transport within a lead of 1 Km including loading and unloading etc complete
1976
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Providing and fixing 50mm dia GI pipe of medium grade as railing pipe embeded in RCC pillar
71
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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-I Material
207
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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
207
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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.Using Screening Type-B (11.2mm Agg.) Note : for (One) 1.00 cum of compacted thickness contractor have to supply following materials 63 mm to 45 mm aggregate = 1.21 cum, screenings 11.20mm = 0..24 cum, stone dust = 0.08 cum
207
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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 (A) By mechanical menans Note : for one 1.00 cum of compacted thickness contractor have to supply follwing materials 53 mm to 22.4 mm aggregate = 1.20 cum screenings 11.20 mm = 0.24 cum stone dust = 0.08 cum Grading 11 (53 mm to 22.4 mm) using type B screenining (11.2 mm)
207
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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.
138
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-
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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.
344
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-
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Dry stone pitching 22.5 cm think laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete (payment for Stine to be made separately
1280
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-
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Supplying and stacking of hard stone (for stone pitching ) 22.5 cm thick at site.
288
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-
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75 mm thick back filling for pitching including supplying of required materials and construction etc. complete with Moorum.
1280
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of Soil including compaction with mechanical or manual means for preparing base for moorum padding for stone pitching.
1280
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Total impact of GST for the purpose of CTC
1
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