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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.9 LAccepted-AOC | ₹17.9 L Quoted ₹15.2 L | L-1 | Accepted-AOC Lowest qualified bidder. Hence being awarded. |
| 2 | L-2₹15.6 L+₹35,852.50 (2.36%)Rejected-AOC | ₹15.6 L+₹35,852.50 (2.36%) | L-2 | Rejected-AOC Not a qualified L1 bidder |
| 3 | L-3₹17.8 L+₹2.6 L (16.8%)Rejected-AOC OPP NMC GARDEN HANUMAN NAGAR RESHIMBAGH NAGPUR NAGPUR 440 009 | 440009 | ₹17.8 L+₹2.6 L (16.8%) | L-3 | Rejected-AOC Not a qualified L1 bidder |
| 4 | L-4₹20.1 L+₹4.9 L (31.9%)Rejected-AOC NEAR RADHAKRISHNA MANDIR SHASTRINAGAR GHUGUS TAH DIST CHANDRAPUR 442505 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442505 | ₹20.1 L+₹4.9 L (31.9%) | L-4 | Rejected-AOC Not a qualified L1 bidder |
Tender Value
₹32.9 L
EMD Value
₹41,200
Closing Date
21 Mar 2025, 3:30 pmClosed
Shri. Nitin Naik
OFFICE OF THE AREA GENERAL MANAGER WCL BALLARPUR AREA P.O. SASTI TA. RAJURA DIST. CHANDRAPUR (MS) PIN 442905
Strengthening of road from check post to junction of coal transportation road at Sasti OCM under Sasti Sub Area
2025_WCL_332087_1
wcl-ba3650-civ-e162-24-25/684
Open Tender
Civil Works - Roads
Item Rate
60 days
WCL Ballarpur Area
As per NIT
4 documents required · 4 mandatory
₹41,200
18 Jul 2025
11 Mar 2025
22 Mar 2025
11 Mar 2025
21 Mar 2025
11 Mar 2025
11 Mar 2025 - 19 Mar 2025
Amount
Construction of embankment with approved materials having CBR >7 obtained from borrow pits with all lead and lift transporting to site ,spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section -300
Construction of granular sub-base by providingwell graded material like natural sand crushedgravel or crushed stone having CBR >30, spreading in uniform layers with motor grader onprepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, andcompacting with vibratory rollers of 80 to 100 kNstatic weight to achieve the desired density, complete as per Clause 401 of Specification Plant Mix Method For Grading-I Material
Construction of granular sub-base by providingwell graded material like natural sand crushedgravel or crushed stone having CBR >30, spreading in uniform layers with motor grader onprepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, andcompacting with vibratory rollers of 80 to 100 kNstatic weight to achieve the desired density, complete as per Clause 401 of Specification Plant Mix Method For Grading-III Material
Water Bound Macadam. Providing laying spreading and compacting stone aggragate of specifc sizes to water bound macadam specifications including spreading in uniform thickness , hand packing, rolling with vibratory roller 8-10 T in stages to proper grade and camber , applying and brooming requisite type of screenings / binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density as per clause 404 of specifications. ( B ) By mechanical means, Grading II ( 53 mm to 22.4mm ) using type B screenings ( 11.2 mm ). ( Note : for one 1.00 cum of compacted thickness contractor have to supply following materials 53 mm to 22.4 mm aggregate = 1.21 cum screenings 11.20 mm = 0.24 cum stone dust = 0.08 cum)
Total impact of GST for the purpose of CTC
SHUBHAM JAIN (BID ID -1143456)
Neha Enterprises (BID ID -1142449)
S. K. PANDEY (BID ID -1143646)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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