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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹60.0 LAccepted-AOC GODHUR KUSUNDA DHANBAD DHANBAD DHANBAD 828116 JHARKHAND INDIA | DHANBAD | DHANBAD | JHARKHAND | 828116 | ₹60.0 L | 1 | Accepted-AOC L1 bidder |
| 2 | 2₹71.4 L+₹11.4 L (19.0%)Rejected-Finance | ₹71.4 L+₹11.4 L (19.0%) | 2 | Rejected-Finance L2 bidder |
| 3 | 3₹89.3 L+₹29.3 L (48.8%)Rejected-Finance | ₹89.3 L+₹29.3 L (48.8%) | 3 | Rejected-Finance L3 bidder |
| 4 | 4₹89.8 L+₹29.8 L (49.7%)Rejected-Finance BORAIGARH BAGHA BANDH JHARIA DHANBAD 828111 | DHANBAD | JHARKHAND | 828111 | ₹89.8 L+₹29.8 L (49.7%) | 4 | Rejected-Finance L4 bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder did not reply to the confirmatory documents asked. |
Tender Value
₹77.6 L
EMD Value
₹97,100
Closing Date
20 Jun 2022, 5:00 pmClosed
ACE, BA.
Civil Engineering Department, Office of the General Manager Bastacolla Area
Construction of PQC Coal Transportation Road from football ground towards BNR Siding under Bastacolla Area
2022_BCCL_245605_1
BCCL/BA/ACE/NIT/2022-23/02 Date 30.05.2022
Open Tender
Civil Works - Roads
Item Rate
120 days
Bastacolla Area
As per NIT
6 documents required · 6 mandatory
₹97,100
CED, Bastacolla Area
25 Jul 2024
6 Jun 2022
22 Jun 2022
6 Jun 2022
20 Jun 2022
6 Jun 2022
6 Jun 2022 - 12 Jun 2022
10 Jun 2022
Amount
Item desription
Construction of Subgrade : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 : By vibratory roller
Granular Sub-base with Close Graded Material (Table:- 400-1)By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading-I Material.
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.)
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 )
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
Total impact of GST for the purpose of CTC
M/S LIONS CONSTRUCTION
M/s Nav Durga Construction
MS SANTOSH SINGH
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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