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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.3 CrAccepted-AOC SARKAR NAGAR LAND RECORD COLONY GAJANAN MANDIR CHANDRAPUR 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | ₹1.3 Cr Quoted ₹1.1 Cr | L-1 | Accepted-AOC Lowest qualified bidder. Hence being awarded. |
| 2 | L-2₹1.3 CrRejected-AOC | ₹1.3 Cr | L-2 | Rejected-AOC Not a qualified L1 bidder |
| 3 | L-3₹1.4 CrRejected-AOC 101 CHAIRANYA ASHISH SHENDE NAGAR TEKA NAKA | NAGPUR | NAGPUR | MAHARASHTRA | 440026 | ₹1.4 Cr | L-3 | Rejected-AOC Not a qualified L1 bidder |
Tender Value
₹2.0 Cr
EMD Value
₹2.4 L
Closing Date
30 Mar 2026, 3:30 pmClosed
Shri. Kundan Singh
OFFICE OF THE AREA GENERAL MANAGER WCL BALLARPUR AREA P.O. SASTI TA. RAJURA DIST. CHANDRAPUR (MS) PIN 442905
Strengthening of kutcha road from T point to coal stock no. IV along existing CTR road of Pouni II Expansion OCM under Gouri Pouni Sub Area
2026_WCL_356286_1
wcl-ba3650-civ-e121-25-26/1394
Open Tender
Civil Works - Roads
75 days
WCL Ballarpur Area
As per NIT
6 documents required · 6 mandatory
₹2.4 L
14 May 2026
12 Mar 2026
31 Mar 2026
12 Mar 2026
30 Mar 2026
13 Mar 2026
12 Mar 2026 - 23 Mar 2026
Construction of embankment with approved materials CBR>7 obtained from borrow pits with all lifts and leads , transporting to site spreading , grading to required slope and compacting to meet requirement of table 300-1 , 300-2 and as per relevent clauses of section -300
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. Plant Mix Method. For Grading-I Material
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. Plant Mix Method. For Grading-III Material
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.By Mechanical Means Grading- I (63 to 45mm) Using Screening Type-A (13.2mm Agg.)
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.By Mechanical Means Grading- II (53 to 22.4mm Using Screening Type-B (11.2mm Agg.)
Total impact of GST for the purpose of CTC
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