Eastern Coalfields Limited Tender

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Eastern Coalfields Limited - ECL Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Apr 2025
Closing Date8 May 2025
Tender Amount₹ 6,83,68,244 
Notes
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AI Insights

Class Of Bidder
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Class-I local supplier and Class-II local supplier are eligible, however, the specific class eligibility requirement for bidders is not explicitly stated as a single class. It is more related to local supplier classification. In certain cases, Non-local suppliers may also participate.
Technical Capacity
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The required prior work experience for the bidder includes completion of similar works, with specific values and percentages mentioned. The bidder can have one of the following experiences: - Completion of a single work of similar nature, with a cost of 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. The experience of individual partners of a Joint Venture (JV) will be added together towards fulfillment of qualification criteria related to experience, with the proportionate value of experience considered in proportion to the actual share of the bidder in a joint venture firm/partnership firm. The cost of previous completed works will be given a simple weightage of 7% per year to bring them to the current price level. The bidder must have prior work experience of having successfully completed similar work during the last 7 years.

Costs

Summary

Construction Of Coal Transport Road From Nh 60 To Quary No 2 At New Kenda Colliery Of Kenda Area.

Description

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BOQ Items

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DO_NOT_SHOW

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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.

11375.64

95

1089217.53

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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

97.5

269

26256.75

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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.

1379.68

562

776621.87

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Dismantling of Flexible Pavements: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately: By Mechanical Means: Granular courses

296

31

9294.4

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Compacting Original Ground: Compacting original ground supporting subgrade: Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction.

11100

49

548530.99

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Granular Sub-Base with Graded Material (Table:- 400-1): Plant Mix Method: Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401: For Grading-III Material

2775

2293

6364878.75

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Construction of Subgrade and Earthen Shoulders with Material Deposited from Roadway Cutting: Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2.

1373.63

31

42745.57

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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

66

617

40722

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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: 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)

113.24

8030

909422.93

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Total impact of GST for the purpose of CTC

1

-

-

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Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. Scarifying Existing Granular Surface to a Depth of 50 mm By Mechanical Means using Hydraulic excavator

3700

2

10214.99

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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.

2358.75

3684

8690342.63

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Civil Part

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-

-

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Cement Concrete Pavement: Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, 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, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

4995

6457

32252964.75

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P/L 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).

1.88

6007

11263.5

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Granular Sub-Base with Graded Material (Table:- 400-1): Plant Mix Method: Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401: For Grading-V Material

2775

2191

6081551.25



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