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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.1 LAccepted-AOC AT BHAIRABI SAHI PO TALCHER TOWN PS TALCHER DIST ANGUL 759107 | TALCHER | ANGUL | ODISHA | 759107 | ₹90.1 L Quoted ₹76.5 L | L1 | Accepted-AOC ACCEPTED BEING L1 EXCEPT ALL OTHER BIDDERS |
| 2 | L2₹97.2 LRejected-Finance PLOT NO 4541 8062 INDRAHARI NAGAR TURANG DIST ANGUL ODISHA 759122 | DHENKANAL | ODISHA | 759122 | ₹97.2 L | L2 | Rejected-Finance REJECTED NOT BEING L1 BIDDER |
| 3 | L3₹99.1 LRejected-Finance DERA TALCHER ANGUL DIST ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹99.1 L | L3 | Rejected-Finance REJECTED NOT BEING L1 BIDDER |
| 4 | L4₹1.0 CrRejected-Finance AT MALLIBANDHA PO KALAMACHHUNIN TALCHER DIST ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹1.0 Cr | L4 | Rejected-Finance REJECTED NOT BEING L1 BIDDER |
| 5 | L5₹1.0 CrRejected-Finance ANGUL ODISHA 759132 INDIA UDYAM OD 01 0005071 | ANUGUL | ODISHA | 759132 | ₹1.0 Cr | L5 | Rejected-Finance REJECTED NOT BEING L1 BIDDER |
| Sl No | Description | Qty | Unit | M/S.PRADHAN CONSTRUCTION L5 | BIBHUTI BHUSAN DHAR L2 | ABHAYA KUMAR MOHANTY L4 | DAMBARUDHAR BAI L6 | SAROJ KUMAR DASH L3 | SANJIB KUMAR BHUTIA L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Preparation and consolidation of subgrade with road roller of 8 to 12 tonnecapacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with power roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth upto 50 metres. | 105 | 100 sqm | 2,900 ₹3.0 L | 1,898 ₹2.0 L | 1,300 ₹1.4 L | 9,314 ₹9.8 L | 7,320 ₹7.7 L | 5,649 ₹5.9 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 sandcrushed 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 | 2,295 | cum | 1,290 ₹29.6 L | 1,018 ₹23.4 L | 1,399 ₹32.1 L | 1,448 ₹33.2 L | 1,122 ₹25.7 L | 866 ₹19.9 L |
| 3.00 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to waterbound 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.) | 3,937.5 | cum | 1,790 ₹70.5 L | 1,748 ₹68.8 L | 1,649 ₹64.9 L | 2,086 ₹82.1 L | 1,617 ₹63.7 L | 1,248 ₹49.1 L |
| 4.00 | Laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with 1200 mm dia RCC pipes. | 30 | meter | 480 ₹14,400 | 4,898 ₹1.5 L | 299 ₹8,970 | 370 ₹11,100 | 291 ₹8,730 | 225 ₹6,750 |
| 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 ) | 2,120 | cum | 29 ₹61,480 | 28 ₹59,360 | 39 ₹82,680 | 55 ₹1.2 L | 45 ₹95,400 | 34 ₹72,080 |
| 6.00 | 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 | 1,03,890.55 ₹1.0 L | 96,246.5 ₹96,246.50 | 99,317.93 ₹99,317.93 | 1,26,424.55 ₹1.3 L | 98,146.57 ₹98,146.57 | 75,734.45 ₹75,734.45 |
Tender Value
₹2.1 Cr
EMD Value
₹2.7 L
Closing Date
18 Mar 2026, 5:00 pmClosed
STAFF OFFICER CIVIL JAGANNATH AREA
Office of the General Manager MCL, Jagannath Area Po-Dera,Dist-Angul, Odisha-759103
Providing temporary WBM coal transportation road (approach road towards seam II) at Jagannath Colliery under Jagannath Area.
2026_MCL_354641_1
MCL/GM(JA)/SO(C)/e- Tender/25-26/131, Dtd-26/02/26
Open Tender
Civil Works - Roads
75 days
Jagannath OCP
AS PER NIT
5 documents required · 5 mandatory
₹2.7 L
13 Apr 2026
27 Feb 2026
20 Mar 2026
28 Feb 2026
18 Mar 2026
28 Feb 2026
28 Feb 2026 - 11 Mar 2026
Preparation and consolidation of subgrade with road roller of 8 to 12 tonnecapacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with power roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth upto 50 metres.
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 sandcrushed 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
Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to waterbound 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.)
Laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with 1200 mm dia RCC pipes.
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 )
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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