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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.1 LAccepted-AOC AT BHAIRABI SAHI PO TALCHER TOWN PS TALCHER DIST ANGUL 759107 | TALCHER | ANGUL | ODISHA | 759107 | ₹54.1 L Quoted ₹45.9 L | L1 | Accepted-AOC ACCEPTED BEING L1 EXCEPT ALL OTHER BIDDERS |
| 2 | L2₹49.2 LRejected-Finance AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹49.2 L | L2 | Rejected-Finance REJECTED NOT BEING L1 |
| 3 | L3₹50.3 LRejected-Finance ANGUL ODISHA 759132 INDIA UDYAM OD 01 0005071 | ANUGUL | ODISHA | 759132 | ₹50.3 L | L3 | Rejected-Finance REJECTED NOT BEING L1 |
| 4 | L4₹58.5 LRejected-Finance AT NARAHARIPUR PO HENSMYL TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | ₹58.5 L | L4 | Rejected-Finance REJECTED NOT BEING L1 |
| 5 | L5₹82.4 LRejected-Finance | ₹82.4 L | L5 | Rejected-Finance REJECTED NOT BEING L1 |
| Sl No | Description | Qty | Unit | M/S.PRADHAN CONSTRUCTION L3 | NIRAKAR PRADHAN L4 | Trinath Pradhan L2 | DAMBARUDHAR BAI L5 | M/S PANI BROTHERS L6 | SANJIB KUMAR BHUTIA L1 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 63 | 100Sqm | 1,100 ₹69,300 | 4,339.03 ₹2.7 L | 1,990 ₹1.3 L | 7,900 ₹5.0 L | 9,000 ₹5.7 L | 4,906 ₹3.1 L |
| 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 ) | 1,170 | cum | 39 ₹45,630 | 93.09 ₹1.1 L | 55 ₹64,350 | 94 ₹1.1 L | 150 ₹1.8 L | 59 ₹69,030 |
| 3.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications) | 1,854 | cum | 24 ₹44,496 | 41.39 ₹76,737.06 | 26 ₹48,204 | 48 ₹88,992 | 100 ₹1.9 L | 30 ₹55,620 |
| 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- I Material | 945 | cum | 1,100 ₹10.4 L | 1,303.03 ₹12.3 L | 1,030 ₹9.7 L | 1,667 ₹15.8 L | 2,200 ₹20.8 L | 918 ₹8.7 L |
| 5.00 | 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 | 945 | cum | 990 ₹9.4 L | 1,203.03 ₹11.4 L | 1,030 ₹9.7 L | 1,514 ₹14.3 L | 1,900 ₹18.0 L | 834 ₹7.9 L |
| 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- I (63 to 45 mm) Using Screening Type-A (13.2mm Agg.) | 1,260 | cum | 1,290 ₹16.3 L | 1,303.03 ₹16.4 L | 1,220 ₹15.4 L | 1,969 ₹24.8 L | 2,600 ₹32.8 L | 1,084 ₹13.7 L |
| 7.00 | 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.) | 945 | cum | 1,295 ₹12.2 L | 1,403.09 ₹13.3 L | 1,220 ₹11.5 L | 2,093 ₹19.8 L | 2,700 ₹25.5 L | 1,152 ₹10.9 L |
| 8.00 | 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 | 49,836.51 ₹49,836.51 | 57,949.76 ₹57,949.76 | 48,747.24 ₹48,747.24 | 81,615.42 ₹81,615.42 | 1,06,299 ₹1.1 L | 45,438.48 ₹45,438.48 |
Tender Value
₹1.5 Cr
EMD Value
₹1.8 L
Closing Date
16 Mar 2026, 5:00 pmClosed
STAFF OFFICER CIVIL JAGANNATH AREA
Office of the General Manager MCL, Jagannath Area Po-Dera,Dist-Angul, Odisha-759103
Making WBM road from Baidyasahi Chhak to underpass of Bhubaneswari OCP, Bhubaneswari Area.
2026_MCL_354471_1
MCL/GM(JA)/SO(C)/e- Tender/25-26/130, Dtd-25/02/26
Open Tender
Civil Works - Roads
90 days
Bhubaneswari OCP
AS PER NIT
5 documents required · 5 mandatory
₹1.8 L
13 Apr 2026
26 Feb 2026
18 Mar 2026
27 Feb 2026
16 Mar 2026
27 Feb 2026
27 Feb 2026 - 9 Mar 2026
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 )
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications)
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
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