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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.2 LAccepted-AOC AT MALLIBANDHA PO KALAMACHHUNIN PS COLLIERY TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | ₹38.2 L Quoted ₹32.4 L | L1 | Accepted-AOC AWARDED FOR BEING L1 BIDDER |
| 2 | L2₹33.0 L+₹60,519.20 (1.87%)Rejected-Finance AT KAHKAREI PO RAJJIHARAN VIA KOSALA DIST ANGUL PIN 759103 ODISHA | ANGUL | ODISHA | 759103 | ₹33.0 L+₹60,519.20 (1.87%) | L2 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| 3 | L3₹33.7 L+₹1.3 L (4.05%)Rejected-Finance AT BADAJORADA TALCHER ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹33.7 L+₹1.3 L (4.05%) | L3 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| Sl No | Description | Qty | Unit | Pratap Kumar Sahoo L2 | ABHAYA KUMAR MOHANTY L1 | SOUMYA RANJAN PRADHAN L3 |
|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | ||||||
| 1.01 | (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) | 2,240 | Cum | 15 ₹33,600 Lowest | 21 ₹47,040 | 29 ₹64,960 |
| 1.02 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) 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 at OMC with rotavator and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.for grading- I Material | 560 | Cum | 1,145 ₹6,41,200 | 1,149 ₹6,43,440 | 1,139 ₹6,37,840 Lowest |
| 1.03 | 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 45 mm) Using Screening Type-A (13.2mm Agg.) | 840 | Cum | 1,498 ₹12,58,320 | 1,449 ₹12,17,160 Lowest | 1,519 ₹12,75,960 |
| 1.04 | 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 mm to 22.4 mm) Using Screening Type-B (11.2mm Agg.) | 840 | Cum | 1,590 ₹13,35,600 | 1,549 ₹13,01,160 Lowest | 1,619 ₹13,59,960 |
| 2.00 | Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC | 1 | Nos | 32,687.2 ₹32,687.2 | 32,088 ₹32,088 Lowest | 33,387.2 ₹33,387.2 |
Tender Value
₹77.9 L
EMD Value
₹97,400
Closing Date
26 Feb 2026, 5:00 pmClosed
STAFF OFFICER (CIVIL), HINGULA AREA
SO (CIVIL), OFFICE OF THE GM, HINGULA AREA, P.O._N.S.NAGAR, TALCHER, ANGUL_759148, ODISHA, INDIA
Strengthening of WBM road from mines zero point to WB No. 11 junction (View Point ),(LENGTH. 400.00 MTR) at Hingula OCP under Hingula Area.
2026_MCL_352636_1
MCL/GM(HA)/Civil/e-Tender/ 25-26/132 Dt.07.02.2026
Open Tender
Civil Works - Roads
Item Rate
150 days
HINGULA OCP
AS PER NIT
5 documents required · 5 mandatory
₹97,400
22 Apr 2026
11 Feb 2026
28 Feb 2026
11 Feb 2026
26 Feb 2026
11 Feb 2026
11 Feb 2026 - 19 Feb 2026
Item Description/ Heading
(Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)
Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) 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 at OMC with rotavator and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification.for grading- I 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 45 mm) 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 mm to 22.4 mm) Using Screening Type-B (11.2mm Agg.)
Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC
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