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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.5 LAccepted-AOC AT MALLIBANDHA PO KALAMACHHUNIN TALCHER DIST ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹78.5 L | L1 | Accepted-AOC ACCEPTED BEING L1 EXCEPT ALL OTHER BIDDERS. |
| 2 | L2₹85.7 LRejected-Finance AT PO DERA COLLIERY TALCHER DIST ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹85.7 L | L2 | Rejected-Finance REJECTED NOT BEING L1 |
| 3 | L3₹87.5 LRejected-Finance AT BADAJORADA TALCHER ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹87.5 L | L3 | Rejected-Finance REJECTED NOT BEING L1 |
| 4 | L4₹90.6 LRejected-Finance AT NARAHARIPUR PO HENSMYL TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | ₹90.6 L | L4 | Rejected-Finance REJECTED NOT BEING L1 |
| 5 | L5₹90.8 LRejected-Finance AT BHAIRABI SAHI PO TALCHER TOWN PS TALCHER DIST ANGUL 759107 | TALCHER | ANGUL | ODISHA | 759107 | ₹90.8 L | L5 | Rejected-Finance REJECTED NOT BEING L1 |
| Sl No | Description | Qty | Unit | NIRAKAR PRADHAN L4 | Trinath Pradhan L2 | ABHAYA KUMAR MOHANTY L1 | SANJIB KUMAR BHUTIA L5 | SOUMYA RANJAN PRADHAN L3 |
|---|---|---|---|---|---|---|---|---|
| 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. | 36 | 100Sqm | 7,984 ₹2.9 L | 4,600 ₹1.7 L | 1,500 ₹54,000 | 9,359 ₹3.4 L | 2,900 ₹1.0 L |
| 2.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material having 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 relevant clauses of section - 300 ) | 3,000 | cum | 161 ₹4.8 L | 147 ₹4.4 L | 125 ₹3.8 L | 188 ₹5.6 L | 98 ₹2.9 L |
| 3.00 | 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 ) | 1,815 | cum | 98 ₹1.8 L | 85 ₹1.5 L | 99 ₹1.8 L | 113 ₹2.1 L | 96 ₹1.7 L |
| 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 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- III Material | 990 | cum | 1,303 ₹12.9 L | 1,022 ₹10.1 L | 950 ₹9.4 L | 1,435 ₹14.2 L | 1,100 ₹10.9 L |
| 5.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications | 990 | cum | 1,350 ₹13.4 L | 1,000 ₹9.9 L | 950 ₹9.4 L | 1,650 ₹16.3 L | 1,699 ₹16.8 L |
| 6.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of specifications." | 6,050 | sqm | 55 ₹3.3 L | 45 ₹2.7 L | 39 ₹2.4 L | 46 ₹2.8 L | 29 ₹1.8 L |
| 7.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. | 6,050 | sqm | 11 ₹66,550 | 7 ₹42,350 | 9 ₹54,450 | 9 ₹54,450 | 9 ₹54,450 |
| 8.00 | Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications.
Using Batch Mix Plant of appropriate capacity and Paver finisher for Grading II (19 mm nominal size) bitumen content 3.4% | 302.5 | cum | 7,233 ₹21.9 L | 8,300 ₹25.1 L | 7,999 ₹24.2 L | 5,984 ₹18.1 L | 7,400 ₹22.4 L |
| 9.00 | Providing, laying and rolling of 20mm thick Mix Seal Srufacing Type -A composed of crusher broken hard granite stone chips of sizes 11.2mm to 0.09 mm @ 0.27 cum and specified grade bitumen (VG-30) @ 22 Kg per 10 sqm of road surface laid to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in hot mix plant, laying by paver finisher and rolling with smooth wheeled roller 8-10 tonne capacity as per MoRT&H specifications clause 512 in all respects. | 6,050 | sqm | 160 ₹9.7 L | 178 ₹10.8 L | 140 ₹8.5 L | 132 ₹8.0 L | 159 ₹9.6 L |
| 10.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceedin8 30 cm in depth, 1.5 m in wadth as well as 10
sqm on plan) including getting out and disposal of excavated earth lead upto
50 m and lift upto 1.5 m, as directed by Engineer-in'charge. All kinds ofsoil | 153.97 | cum | 88 ₹13,549.36 | 88 ₹13,549.36 | 99 ₹15,243.03 | 103 ₹15,858.91 | 98 ₹15,089.06 |
Tender Value
₹1.3 Cr
EMD Value
₹1.6 L
Closing Date
14 Nov 2025, 5:00 pmClosed
STAFF OFFICER CIVIL JAGANNATH AREA
Office of the General Manager MCL, Jagannath Area Po-Dera,Dist-Angul, Odisha-759103
Diversion of Village Road from Gupchup Chhak to Bangalitaila junction (via Jagannath High School, Langijoda of BBSRI OCP, Bhubaneswari Area.
2025_MCL_346362_1
MCL/GM(JA)/SO(C)/e- Tender/25-26/65, Dtd-28/10/25
Open Tender
Civil Works - Roads
45 days
Bhubaneswari OCP
AS PER NIT
5 documents required · 5 mandatory
₹1.6 L
25 Mar 2026
29 Oct 2025
17 Nov 2025
30 Oct 2025
14 Nov 2025
30 Oct 2025
30 Oct 2025 - 7 Nov 2025
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