South Eastern Coalfields Limited Tender
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South Eastern Coalfields Limited - SECL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 35,12,04,095
Technical
Technical
Additional Eligibility
Class Of Bidder
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Class-I local supplier and Class-II local supplier are eligible to bid.
Technical Capacity
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The required prior work experience for the bidder includes: * 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. The bidder must have experience of having successfully completed similar works during the last 7 years. The cost of previous completed works shall be given a simple weightage of 7% per year to bring them to the current price level. The bidder is required to submit a Satisfactory Work Completion Certificate issued by the employer against the experience of similar work containing all the information furnished by the bidder online, including the executed value of work, start date, and end date of each qualifying experience.
Costs
EMD
₹ 43,90,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Concrete Approach Road With Median Divider, Toe Wall, Box Culvert Bridge And Display Board For Jhiria West Ocp Of Hasdeo Area Including 5 (five) Years Comprehensive Maintenance.
Description
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Contact
Tender Id
2025_SECL_333468_1Tender No
GM(C)/SECL/BSP/e-T/HSD-CC Road/2024-25/54 dated 27.03.2025Tender Authority
South Eastern Coalfields Limited ViewPurchaser Address
-Website
http://http://www.secl-cil.in/
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Documents
BOQ Items
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Supply of following material including all lead and stacking etc. complete. Crusher stone dust
10545
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Laying & spreading of stone dust complete.
10545
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Granular Sub-base with Well Graded Material (CBR30 or more) (Table:- 400-1 & Table 400-2) 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. (GR-II)
21090
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Granular Sub-base with Well Graded Material (CBR30 or more) (Table:- 400-1 & Table 400-2) 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. (GR-III)
21090
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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.
10545
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Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 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 excluding cost of steel in dowel bar and tie rods etc.
12210
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Add extra for the cost of steel in dowel bar and tie rod including craddle, laps etc complete required as per design. Mild steel
109.89
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Add extra for the cost of steel in dowel bar and tie rod including craddle, laps etc complete required as per design. TOR steel
13.61
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PART B Median ( Divider )
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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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
6098.35
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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 20 mm nominal size derived from natural sources)
352.7
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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)
1363.78
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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 de rived from natural sources)
2976.5
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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)
3181.77
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Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
185.12
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Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete.
6713.5
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Centering and shuttering including strutting, propping etc. and removal of form forWalls any thickness) including attached pilasters, butteresses, plinth and string courses etc.
15756.3
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Centering and shuttering including strutting, propping etc. and removal of form forSuspended floors, roofs, landings, balconies and access platform
425.4
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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
544210.4
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
8880
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Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
16388.6
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Painting and letter writing, slogans on boards including cost of all materials and labour etc. All complete as per instruction of Engineer-in-charge.
64.56
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Painting of structual steel works two or more coats over and in/c one coat of ready mixed red oxide zink chromate primer with approved brand synthetic enamel paint as per instruction of the Engg. In charge.
133
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Total impact of GST for the purpose of CTC
1
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