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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.0 LAccepted-AOC AT BHAIRABI SAHI PO TALCHER TOWN PS TALCHER DIST ANGUL 759107 | TALCHER | ANGUL | ODISHA | 759107 | ₹94.0 L Quoted ₹79.8 L | L1 | Accepted-AOC WORK IS AWARDED BEING L1 BIDDER |
| 2 | L2₹89.4 LRejected-Finance AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹89.4 L | L2 | Rejected-Finance REJECTED NOT BEING L1 BIDDER |
| 3 | L3₹1.1 CrRejected-Finance PLOT NO 4541 8062 INDRAHARI NAGAR TURANG DIST ANGUL ODISHA 759122 | DHENKANAL | ODISHA | 759122 | ₹1.1 Cr | L3 | Rejected-Finance REJECTED NOT BEING L1 BIDDER |
| Sl No | Description | Qty | Unit | BIBHUTI BHUSAN DHAR L3 | Trinath Pradhan L2 | SANJIB KUMAR BHUTIA L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 ) | 3,391.5 | cum | 66 ₹2.2 L | 68 ₹2.3 L | 67 ₹2.3 L |
| 2.00 | 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 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 | 1,695.75 | cum | 1,164 ₹19.7 L | 1,178 ₹20.0 L | 934 ₹15.8 L |
| 3.00 | 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.) | 2,261 | cum | 1,834 ₹41.5 L | 1,368 ₹30.9 L | 1,215 ₹27.5 L |
| 4.00 | 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)Grading- II (53 mm to 22.4 mm) | 1,978.38 | cum | 1,834 ₹36.3 L | 1,475 ₹29.2 L | 1,292 ₹25.6 L |
| 5.00 | 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 ) | 357.88 | cum | 28 ₹10,020.64 | 32 ₹11,452.16 | 33 ₹11,810.04 |
| 6.00 | Supplying and stacking good quality moorum at work site with all lead and royalty, all complete | 2,475.17 | cum | 186 ₹4.6 L | 178 ₹4.4 L | 173 ₹4.3 L |
| 7.00 | Spreading moorum/sand/ stone dust etc. in layers not exceeding150mm in thickness, levelling to required gradient and camber, watering and consolidation of each layer with vibratory roller (Payment to be made for compacted volume of moorum/sand). | 2,062.64 | cum | 86 ₹1.8 L | 75.22 ₹1.6 L | 167 ₹3.4 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 | 1,06,205.04 ₹1.1 L | 88,465.58 ₹88,465.58 | 78,987.18 ₹78,987.18 |
Tender Value
₹2.3 Cr
EMD Value
₹2.8 L
Closing Date
6 Feb 2026, 5:00 pmClosed
STAFF OFFICER CIVIL JAGANNATH AREA
Office of the General Manager MCL, Jagannath Area Po-Dera,Dist-Angul, Odisha-759103
Providing WBM road from OSL chhack to weigh bridge no-11/12 ramp and approach road for weighbridge no.08 under AOCP under JA.
2026_MCL_351413_1
MCL/GM(JA)/SO(C)/e- Tender/25-26/103, Dtd-17/01/26
Open Tender
Civil Works - Roads
60 days
ANANTA OCP
AS PER NIT
5 documents required · 5 mandatory
₹2.8 L
8 Apr 2026
20 Jan 2026
9 Feb 2026
21 Jan 2026
6 Feb 2026
21 Jan 2026
21 Jan 2026 - 30 Jan 2026
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 )
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 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
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)Grading- II (53 mm to 22.4 mm)
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 )
Supplying and stacking good quality moorum at work site with all lead and royalty, all complete
Spreading moorum/sand/ stone dust etc. in layers not exceeding150mm in thickness, levelling to required gradient and camber, watering and consolidation of each layer with vibratory roller (Payment to be made for compacted volume of moorum/sand).
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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