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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.6 LAccepted-AOC AT BHAIRABI SAHI PO TALCHER TOWN PS TALCHER DIST ANGUL 759107 | TALCHER | ANGUL | ODISHA | 759107 | ₹87.6 L Quoted ₹74.3 L | L1 | Accepted-AOC AWARDED BEING L-1 |
| 2 | L2₹74.5 LRejected-Finance AT KAHKAREI PO RAJJIHARAN VIA KOSALA DIST ANGUL PIN 759103 ODISHA | ANGUL | ODISHA | 759103 | ₹74.5 L | L2 | Rejected-Finance REJECTED NOT BEING L-1 |
| 3 | L3₹76.7 LRejected-Finance AT MALLIBANDHA PO KALAMACHHUNIN PS COLLIERY TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | ₹76.7 L | L3 | Rejected-Finance REJECTED NOT BEING L-1 |
| 4 | L4₹89.2 LRejected-Finance ANGUL ODISHA 759132 INDIA UDYAM OD 01 0005071 | ANUGUL | ODISHA | 759132 | ₹89.2 L | L4 | Rejected-Finance REJECTED NOT BEING L-1 |
| 5 | L5₹89.7 LRejected-Finance PLOT NO 4541 8062 INDRAHARI NAGAR TURANG DIST ANGUL ODISHA 759122 | DHENKANAL | ODISHA | 759122 | ₹89.7 L | L5 | Rejected-Finance REJECTED NOT BEING L-1 |
| Sl No | Description | Qty | Unit | Pratap Kumar Sahoo L2 | ABHAYA KUMAR MOHANTY L3 | M/S.PRADHAN CONSTRUCTION L4 | M/s. SOUBHAGYA CHANDRA NANDA L6 | SUNACHANDA NANDA L7 | BIBHUTI BHUSAN DHAR L5 | SANJIB KUMAR BHUTIA L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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) | 5,094 | Cum | 34 ₹1,73,196 | 35 ₹1,78,290 | 29 ₹1,47,726 Lowest | 44 ₹2,24,136 | 44 ₹2,24,136 | 35 ₹1,78,290 | 34 ₹1,73,196 |
| 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- I Material | 1,999 | Cum | 1,055 ₹21,08,945 | 1,071 ₹21,40,929 | 1,249 ₹24,96,751 | 1,351.5 ₹27,01,648.5 | 1,339 ₹26,76,661 | 989 ₹19,77,011 Lowest | 1,054 ₹21,06,946 |
| 3.00 | 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 | 1,467 | Cum | 960 ₹14,08,320 | 989 ₹14,50,863 | 1,149 ₹16,85,583 | 1,127.7 ₹16,54,335.9 | 1,216 ₹17,83,872 | 989 ₹14,50,863 | 957 ₹14,03,919 Lowest |
| 4.00 | 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.) | 2,880 | Cum | 1,249 ₹35,97,120 | 1,299 ₹37,41,120 | 1,549 ₹44,61,120 | 1,595.8 ₹45,95,904 | 1,581 ₹45,53,280 | 1,789 ₹51,52,320 | 1,244 ₹35,82,720 Lowest |
| 5.00 | 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 ) | 810 | Cum | 112 ₹90,720 | 99 ₹80,190 | 49 ₹39,690 Lowest | 145.5 ₹1,17,855 | 144 ₹1,16,640 | 155 ₹1,25,550 | 113 ₹91,530 |
| 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 | 73,783.01 ₹73,783.01 | 75,913.92 ₹75,913.92 | 88,308.7 ₹88,308.7 | 92,938.79 ₹92,938.79 | 93,545.89 ₹93,545.89 | 88,840.34 ₹88,840.34 | 73,583.11 ₹73,583.11 Lowest |
Tender Value
₹2.1 Cr
EMD Value
₹2.6 L
Closing Date
9 Feb 2026, 5:00 pmClosed
STAFF OFFICER CIVIL BHARATPUR AREA
STAFF OFFICER CIVIL BHARATPUR AREA N.S.NAGAR ANGUL ODISHA-759148
Resurfacing and repair of Haul road from Sical chowk to Haul Road Junction of Bharatpur OCP
2026_MCL_351646_1
GM(BA)/SO(C)/e Tender/2025-26/916 Dt.22.01.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
BHARATPUR OCP
AS PER NIT
5 documents required · 5 mandatory
₹2.6 L
11 May 2026
23 Jan 2026
11 Feb 2026
23 Jan 2026
9 Feb 2026
23 Jan 2026
23 Jan 2026 - 2 Feb 2026
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)
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- I Material
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
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.)
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 )
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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