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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC AT KAHKAREI PO RAJJIHARAN VIA KOSALA DIST ANGUL PIN 759103 ODISHA | ANGUL | ODISHA | 759103 | ₹1.1 Cr Quoted ₹89.9 L | L1 | Accepted-AOC AWARDED BEING L1 |
| 2 | L2₹91.9 L+₹2.0 L (2.18%)Rejected-Finance AT BADAJORADA TALCHER ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹91.9 L+₹2.0 L (2.18%) | L2 | Rejected-Finance REJECTED NOT BEING L-1 |
| 3 | L3₹93.0 L+₹3.0 L (3.38%)Rejected-Finance AT MALLIBANDHA PO KALAMACHHUNIN PS COLLIERY TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | ₹93.0 L+₹3.0 L (3.38%) | L3 | Rejected-Finance REJECTED NOT BEING L-1 |
| 4 | L4₹97.1 L+₹7.2 L (7.97%)Rejected-Finance PLOT NO 4541 8062 INDRAHARI NAGAR TURANG DIST ANGUL ODISHA 759122 | DHENKANAL | ODISHA | 759122 | ₹97.1 L+₹7.2 L (7.97%) | L4 | Rejected-Finance REJECTED NOT BEING L-1 |
| 5 | L5₹1.1 Cr+₹18.8 L (21.0%)Rejected-Finance AT BELTIKIRI SADAR DHENKANAL | ₹1.1 Cr+₹18.8 L (21.0%) | L5 | Rejected-Finance REJECTED NOT BEING L-1 |
| Sl No | Description | Qty | Unit | BIBHUTI BHUSAN DHAR L4 | Pratap Kumar Sahoo L1 | ABHAYA KUMAR MOHANTY L3 | SUNACHANDA NANDA L5 | SANJIB KUMAR BHUTIA L6 | M/S PANI BROTHERS L7 | SOUMYA RANJAN PRADHAN L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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) | 7,920 | Cum | 39 ₹3,08,880 | 38 ₹3,00,960 Lowest | 39 ₹3,08,880 | 46.98 ₹3,72,081.6 | 47.24 ₹3,74,140.8 | 100 ₹7,92,000 | 39 ₹3,08,880 |
| 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 | 1,485 | Cum | 1,189 ₹17,65,665 Lowest | 1,194 ₹17,73,090 | 1,249 ₹18,54,765 | 1,443.62 ₹21,43,775.7 | 1,451.83 ₹21,55,967.55 | 2,300 ₹34,15,500 | 1,239 ₹18,39,915 |
| 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 | 1,485 | Cum | 1,189 ₹17,65,665 | 1,086 ₹16,12,710 Lowest | 1,199 ₹17,80,515 | 1,311.38 ₹19,47,399.3 | 1,318.84 ₹19,58,477.4 | 2,000 ₹29,70,000 | 1,189 ₹17,65,665 |
| 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.) | 3,240 | Cum | 1,779 ₹57,63,960 | 1,410 ₹45,68,400 Lowest | 1,499 ₹48,56,760 | 1,704.62 ₹55,22,968.8 | 1,714.31 ₹55,54,364.4 | 2,600 ₹84,24,000 | 1,539 ₹49,86,360 |
| 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 ) | 120 | Cum | 59 ₹7,080 Lowest | 129 ₹15,480 | 99 ₹11,880 | 155.44 ₹18,652.8 | 156.32 ₹18,758.4 | 200 ₹24,000 | 69 ₹8,280 |
| 6.00 | Preparation and consolidation of subgrade with road roller of 8 to 12 tonne capacity 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. | 99 | 100 sqm | 9 ₹891 Lowest | 6,387 ₹6,32,313 | 3,950 ₹3,91,050 | 7,718.09 ₹7,64,090.91 | 7,762 ₹7,68,438 | 8,000 ₹7,92,000 | 1,900 ₹1,88,100 |
| 7.00 | 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 | 96,121.41 ₹96,121.41 | 89,029.53 ₹89,029.53 Lowest | 92,038.5 ₹92,038.5 | 1,07,689.69 ₹1,07,689.69 | 1,08,301.47 ₹1,08,301.47 | 1,64,175 ₹1,64,175 | 90,972 ₹90,972 |
Tender Value
₹2.2 Cr
EMD Value
₹2.8 L
Closing Date
1 Jul 2025, 5:00 pmClosed
STAFF OFFICER CIVIL BHARATPUR AREA
STAFF OFFICER CIVIL BHARATPUR AREA N.S.NAGAR ANGUL ODISHA-759148
Providing temporary parking area adjacent to Coal corridor near world bank stock at Bharatpur OCP
2025_MCL_337581_1
GM(BA)/SO(C)/e Tender/2025-26/255 Dt.13.06.2025
Open Tender
Civil Works - Roads
Item Rate
90 days
BHARATPUR OCP
as per NIT
5 documents required · 5 mandatory
₹2.8 L
14 Oct 2025
16 Jun 2025
3 Jul 2025
16 Jun 2025
1 Jul 2025
16 Jun 2025
16 Jun 2025 - 1 Jul 2025
Amount
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 )
Preparation and consolidation of subgrade with road roller of 8 to 12 tonne capacity 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.
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
SOUMYA RANJAN PRADHAN (BID ID -1162823)
ABHAYA KUMAR MOHANTY (BID ID -1164670)
BIBHUTI BHUSAN DHAR (BID ID -1164387)
SUNACHANDA NANDA (BID ID -1164796)
SANJIB KUMAR BHUTIA (BID ID -1164876)
M/S PANI BROTHERS (BID ID -1161788)
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