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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹2.2 Cr+₹26.8 L (13.5%)Rejected-Finance MAIN ROAD BISHRAMPUR SURAJPUR CG 497226 | SURAJPUR | CHHATTISGARH | 497226 | ₹2.2 Cr+₹26.8 L (13.5%) | L2 | Rejected-Finance Not Being L1 |
| 3 | Rejected-Technical | - | - | Rejected-Technical As Per NIT |
Tender Value
₹2.2 Cr
EMD Value
₹2.7 L
Closing Date
13 Sept 2023, 5:00 pmClosed
Staff Officer (C)
Staff Officer (C) SECL G.M. Office Bishrampur Area
Providing Concrete pavement from PWD Road Gayatri Mine Turning to Gayatri UG Mine of RGK Sub Area, Bishrampur Area (i/c 05 yrs. Maintenance)
2023_SECL_286189_1
GM/BSPR/Civil/e-tender/ 2023-24/19 Dt.16.08.2023
Open Tender
Civil Works - Roads
Item Rate
240 days
RGK Sub Area
As Per NIT
5 documents required · 5 mandatory
₹2.7 L
19 Apr 2024
17 Aug 2023
15 Sept 2023
17 Aug 2023
13 Sept 2023
18 Aug 2023
17 Aug 2023 - 26 Aug 2023
Amount
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.
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.) (Analysis as per standard analysis book for road work-3.5-P/110)
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 (MPPWD Road2017 ,it. No.6.1)
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 maximum size of coarse aggregate not exceeding 25 mm, mixed inconforming to IS 383,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
Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. I) Mild steel
Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. ii) Tor steel
Total impact of GST for the purpose of CTC
Agrico Steel Engineering Works
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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