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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹56.0 LAccepted-AOC | ₹56.0 L | L-1 | Accepted-AOC BEING L-1 |
| 2 | L-2₹63.6 L+₹7.6 L (13.6%)Rejected-Finance | ₹63.6 L+₹7.6 L (13.6%) | L-2 | Rejected-Finance BEING L-2 |
| 3 | L-3₹71.1 L+₹15.1 L (26.9%)Rejected-Finance | ₹71.1 L+₹15.1 L (26.9%) | L-3 | Rejected-Finance BEING L-3 |
| 4 | Rejected-Technical AT PO CHURCHA DIST BAIKUNTHAPUR KOREA C G PIN 497335 | KOREA | CHHATTISGARH | 497335 | - | - | Rejected-Technical BEING NOT RESPONDED UNDER CONFIRMATORY DOCUMENT LINK |
Tender Value
₹92.7 L
EMD Value
₹1.2 L
Closing Date
29 Feb 2024, 5:00 pmClosed
STAFF OFFICER (CIVIL), SECL BHATGAON AREA
STAFF OFFICER (CIVIL), SECL BHATGAON AREA
Strengthening of coal transportation road from boom barrier to CHP under Bhatgaon Sub Area of Bhatgaon Area
2024_SECL_301126_1
GM/BHAT/CVL/eTender/23-24/86 Date 12/02/2024
Open Tender
Civil Works - Roads
Item Rate
90 days
Bhatgaon Sub Area of Bhatgaon Area.
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.2 L
31 May 2024
13 Feb 2024
2 Mar 2024
13 Feb 2024
29 Feb 2024
14 Feb 2024
13 Feb 2024 - 23 Feb 2024
Amount
Item Description/ Heading
Construction of Embankment with Material obtained from Borrowpits. Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Wet Mix Macadam-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Cement Concrete Pavement (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 excluding cost of steel in dowel bar and tie rods etc.) Note: Deduct from Item No.6.3 & 6.4 above if paver with electronic sensor is not used and laying, compaction is done by any other method (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.)
Reinforcement for RCC work including straightening, cutting bending, placing in position and binding all complete.
Centering and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns, etc. forma ss concrete
Supply of following material including all lead and stacking etc. complete. Moorum with CBR not less than 20 and P.I. Not exceeding 6.
Laying/ Spreading of moorum In uniform thikness complete job as per instruction of EIC
Total impact of GST for the purpose of CTC
VINAY JAISWAL
Prakash kumar Sharma
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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