South Eastern Coalfields Limited Tender
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South Eastern Coalfields Limited - SECL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 12,60,74,235
Costs
EMD
₹ 15,76,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Providing Cement Concrete Pavement From Coal Stock Yard/ Weigh Bridge To Highway (singitana) Total Length 6.5km At Amera Sub Area Of Bishrampur Area Including 5 (five) Years Comprehensive Maintenance.
Description
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Contact
Tender Id
2025_SECL_328143_1Tender No
GM(C)/SECL/BSP/e-T/BSPR-CC Road/2024-25/46 dated 06.02.2025Tender Authority
South Eastern Coalfields Limited ViewPurchaser Address
-Website
http://http://www.secl-cil.in/
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Documents
BOQ Items
... More
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.
A) From Singitana to Amera Gate
B) From Main gate to stockyard
9937.5
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Cement concrete Pavement ( Grade M-40) ( Construction of unreinforced cement concrete pavement over a prepared sub base with minimum cement @ 400kg per cum coarse and fine aggregate conforming to IS : 383, the maximum size of coarse aggregate not exceeding 25mm mixed in batching and mixing plant as per approved mix design transported to site laid with a fixed form or slipform paver, spread, compacted and finished in a continous operator including provision of contraction, expansion, construction and longitudinal joint filler, seperartion membrance, sealent primer, joint sealent, debonding strip, dowel bars, tie rod, admixtures as approved, curing compound, finishing to lines and grade as per drawings.
A) From Singitana to Amera Gate
B) From Main gate to stockyard
11625
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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.:-Hard Shoulders (CBR value 12)
A) From Singitana to Amera Gate (Existing Bituminous road outside the Mine boundary)
B) From Main gate to stockyard (Existing WBM Road)
7275
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Add extra in Item No.6.12(i)&(ii),above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.
I) Mild steel MT 39259.00
For Dowel Bar for expansion join qty Taken @ 9.00kg/cum as per detail analysis of 6.3 of CGPWD 2013 = 10725.00 x9.00 /1000
104.63
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Add extra in Item No.6.12(i)&(ii),above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.
I) Mild steel MT 39259.00
For Tie Bar qty Taken @ 1.11kg/cum as per detail analysis of 6.3 of CGPWD 2013 = 10725.00 x1.11/1000
12.9
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Total impact of GST for the purpose of CTC
1
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