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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 CrAccepted-AOC | L1 | Accepted-AOC AWARDED AS PER APPRVED TC RECOMMENDATIONS | |
| 2 | L2₹11.4 Cr+₹80.2 L (7.57%)Rejected-Finance 1180 UNIVERSITY ROAD SOUTH CIVIL LINES PACHPEDI JABALPUR M P | JABALPUR | JABALPUR | MADHYA PRADESH | L2 | Rejected-Finance NOT ACCEPTED AS PER APPROVED TC RECOMMENDATIONS | |
| 3 | L3₹12.8 Cr+₹2.2 Cr (20.4%)Rejected-Finance | L3 | Rejected-Finance NOT ACCEPTED AS PER APPROVED TC RECOMMENDATIONS | |
| 4 | Rejected-Technical SUARMARI LALMATIA GODDA MAHAGAMA JHARKHAND 814165 | GODDA | GODDA | JHARKHAND | 814165 | - | Rejected-Technical REJECTES AS PER APPROVED TC RECOMMNEDATION | |
| 5 | Rejected-Technical ADARSH NAGAR HIRAPUR DHANBAD | DHANBAD | DHANBAD | JHARKHAND | - | Rejected-Technical BIDDER HAS NOT RESPONDED AGAINST CONFIRMATORY DOCUMENT OF CA CERTIFICATE FOR LOCAL CONTENT |
Tender Value
₹13.1 Cr
Closing Date
17 Nov 2021, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GM CIVIL HOD ECL HQ
OFFICE OF GM CIVIL ECL HQ SANCTORIA PO DISHERGARH DIST PASCHIM BURDWAN PIN 713333 WB
Construction of Concrete road for Coal transportation in CHP at Rajmahal OC ECL Area
2021_ECL_221517_1
ECL/HQ/GM(C)/e-Tender/21-22/26 dated 25.10.2021
Open Tender
Civil Works - Roads
Percentage
150 days
RAJMAHAL AREA
Please refer Tender documents.
5 documents required · 5 mandatory
Exempted
31 Mar 2022
1 Nov 2021
19 Nov 2021
1 Nov 2021
17 Nov 2021
2 Nov 2021
1 Nov 2021 - 10 Nov 2021
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 as per specifications of MORTH 2013. | 20,471.25 | cum | 99.05 | ₹20,27,677.31 |
| 2 | 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 - Grading III as per specifications of MORTH 2013. | 5,117.81 | cum | 2,475.2 | ₹1,26,67,609.5 |
| 3 | 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 - Grading Vas per specifications of MORTH 2013. | 5,117.81 | cum | 2,313.15 | ₹1,18,38,267.98 |
| 4 | Dry Lean Cement Concrete Subbase: 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 specifications of MORTH 2013 & IRC 58:2015. | 5,328.38 | cum | 3,916.15 | ₹2,08,66,715.76 |
| 5 | Cement Concrete Pavement: Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved 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, dowelbar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawingas per specifications of MORTH 2013 & IRC 58:2015. | 10,552.5 | cum | 5,898.75 | ₹6,22,46,559.38 |
| 6 | Construction of Subgrade and Earthen Shoulders: 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. 300-2as per specifications of MORTH 2013. | 5,352.25 | cum | 191.7 | ₹10,26,026.33 |
| 7 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - |
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