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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.8 LAccepted-AOC AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | L1 | Accepted-AOC ACCEPTED BEING L1 EXCEPT ALL OTHER BIDDERS. | |
| 2 | L2₹73.2 L+₹2.9 L (4.16%)Rejected-Finance | L2 | Rejected-Finance REJECTED NOT BEING L1 | |
| 3 | L3₹76.6 L+₹6.3 L (8.97%)Rejected-Finance PLOT NO 4541 8062 INDRAHARI NAGAR TURANG DIST ANGUL ODISHA 759122 | DHENKANAL | ODISHA | 759122 | L3 | Rejected-Finance REJECTED NOT BEING L1 | |
| 4 | L4₹82.6 L+₹12.3 L (17.6%)Rejected-Finance AT BADAJORADA TALCHER ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | L4 | Rejected-Finance REJECTED NOT BEING L1 | |
| 5 | L5₹86.3 L+₹16.0 L (22.8%)Rejected-Finance AT MALLIBANDHA PO KALAMACHHUNIN PS COLLIERY TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | L5 | Rejected-Finance REJECTED NOT BEING L1 |
| Sl No | Description | Qty | Unit | BIBHUTI BHUSAN DHAR L3 | NIRAKAR PRADHAN L6 | BANAMBAR BHUTIA L2 | ABHAYA KUMAR MOHANTY L5 | Trinath Pradhan L1 | SOUMYA RANJAN PRADHAN L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Preparataon and consolidation of subtrade with road roller of 8 to 12 tonne capacity after excaveting earth to an average of 22.5 cm depth, dressing to camber and consolidation with power roller includinS making good the undulations etc. and re-rolling the sub grade and disposalof surplus earth upto 50 metres. | 89.44 | 100Sqm | 899 ₹80,406.56 Lowest | 6,993.03 ₹6,25,456.6 | 5,652 ₹5,05,514.88 | 2,199 ₹1,96,678.56 | 1,200 ₹1,07,328 | 3,989 ₹3,56,776.16 |
| 2.00 | Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevant clauses of section - 300 ) | 394.88 | cum | 29 ₹11,451.52 | 394.88 ₹1,55,930.21 | 68 ₹26,851.84 | 99 ₹39,093.12 | 27.16 ₹10,724.94 Lowest | 69 ₹27,246.72 |
| 3.00 | 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 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.
for grading- I Material | 1,341.57 | cum | 970 ₹13,01,322.9 Lowest | 1,639.39 ₹21,99,356.44 | 1,032 ₹13,84,500.24 | 1,299 ₹17,42,699.43 | 1,200 ₹16,09,884 | 1,139 ₹15,28,048.23 |
| 4.00 | 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 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.
for grading- III Material | 1,341.57 | cum | 970 ₹13,01,322.9 | 1,559.03 ₹20,91,547.88 | 956 ₹12,82,540.92 Lowest | 1,299 ₹17,42,699.43 | 1,100 ₹14,75,727 | 1,139 ₹15,28,048.23 |
| 5.00 | Water Bound Macadam
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.) | 1,788.75 | cum | 1,562 ₹27,94,027.5 | 1,693.03 ₹30,28,407.41 | 1,263 ₹22,59,191.25 | 1,499 ₹26,81,336.25 | 1,200 ₹21,46,500 Lowest | 1,489 ₹26,63,448.75 |
| 6.00 | Water Bound Macadam
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.) | 1,341.57 | cum | 1,562 ₹20,95,532.34 | 1,799.03 ₹24,13,524.68 | 1,335 ₹17,90,995.95 | 1,599 ₹21,45,170.43 | 1,200 ₹16,09,884 Lowest | 1,549 ₹20,78,091.93 |
| 7.00 | 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 | 75,840.64 ₹75,840.64 | 1,05,142.23 ₹1,05,142.23 | 72,495.95 ₹72,495.95 | 85,476.77 ₹85,476.77 | 69,600.48 ₹69,600.48 Lowest | 81,816.6 ₹81,816.6 |
Tender Value
₹1.9 Cr
EMD Value
₹2.4 L
Closing Date
28 Jul 2025, 5:00 pmClosed
STAFF OFFICER CIVIL JAGANNATH AREA
Office of the General Manager MCL, Jagannath Area Po-Dera,Dist-Angul, Odisha-759103
Making of temporary WBM pavement for Parking Local Sale Truck near Time Office at BBSRI OCP, Bhubaneswari Area.
2025_MCL_339195_1
MCL/GM(JA)/SO(C)/e- Tender/25-26/31, Dtd-09/07/25
Open Tender
Civil Works - Roads
Item Rate
120 days
Bhubaneswari OCP
AS PER NIT
5 documents required · 5 mandatory
₹2.4 L
24 Sept 2025
11 Jul 2025
30 Jul 2025
12 Jul 2025
28 Jul 2025
12 Jul 2025
12 Jul 2025 - 21 Jul 2025
Amount
Preparataon and consolidation of subtrade with road roller of 8 to 12 tonne capacity after excaveting earth to an average of 22.5 cm depth, dressing to camber and consolidation with power roller includinS making good the undulations etc. and re-rolling the sub grade and disposalof surplus earth upto 50 metres.
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevant 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 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. 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 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. for grading- III Material
Water Bound Macadam 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.)
Water Bound Macadam 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
BANAMBAR BHUTIA (BID ID -1170993)
BIBHUTI BHUSAN DHAR (BID ID -1169148)
SOUMYA RANJAN PRADHAN (BID ID -1170455)
ABHAYA KUMAR MOHANTY (BID ID -1171390)
NIRAKAR PRADHAN (BID ID -1170702)
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