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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.6 LAccepted-AOC AT MALLIBANDHA PO KALAMACHHUNIN PS COLLIERY TALCHER DIST ANGUL ODISHA 759103 | TALCHER | ANGUL | ODISHA | 759103 | ₹46.6 L | L1 | Accepted-AOC AWARDED BEING L1 BIDDER |
| 2 | L2₹47.9 L+₹1.3 L (2.83%)Rejected-Finance AT KAHKAREI PO RAJJIHARAN VIA KOSALA DIST ANGUL PIN 759103 ODISHA | ANGUL | ODISHA | 759103 | ₹47.9 L+₹1.3 L (2.83%) | L2 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| 3 | L3₹53.0 L+₹6.4 L (13.8%)Rejected-Finance | ₹53.0 L+₹6.4 L (13.8%) | L3 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| 4 | L4₹67.5 L+₹20.9 L (44.8%)Rejected-Finance AT BADAJORADA TALCHER ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹67.5 L+₹20.9 L (44.8%) | L4 | Rejected-Finance REJECTED FOR NOT BEING L1 BIDDER |
| Sl No | Description | Qty | Unit | ABHAYA KUMAR MOHANTY L1 | Pratap Kumar Sahoo L2 | SOUMYA RANJAN PRADHAN L4 | RAKESH KUMAR NANDA L3 |
|---|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | |||||||
| 1.01 | 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) | 135 | Cum | 49 ₹6,615 Lowest | 51 ₹6,885 | 79 ₹10,665 | 61 ₹8,235 |
| 1.02 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per relevant clauses of section 300 & 2100 ) | 461.7 | Cum | 49 ₹22,623.3 Lowest | 63 ₹29,087.1 | 89 ₹41,091.3 | 70 ₹32,319 |
| 1.03 | 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 ) | 553.5 | Cum | 172 ₹95,202 | 160 ₹88,560 Lowest | 249 ₹1,37,821.5 | 201 ₹1,11,253.5 |
| 1.04 | 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 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 | 47 | Cum | 1,299 ₹61,053 Lowest | 1,399 ₹65,753 | 1,900 ₹89,300 | 1,530 ₹71,910 |
| 1.05 | 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 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- II Material | 47 | Cum | 1,320 ₹62,040 Lowest | 1,499 ₹70,453 | 2,100 ₹98,700 | 1,673 ₹78,631 |
| 1.06 | Plain/Reinforced cement concrete in open foundation including formwork, shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 PCC Grade M15 | 119.1 | Cum | 3,700 ₹4,40,670 Lowest | 3,999 ₹4,76,280.9 | 5,500 ₹6,55,050 | 4,351 ₹5,18,204.1 |
| 1.07 | Plain/Reinforced cement concrete in open foundation including formwork, shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 PCC Grade M20 | 117.5 | Cum | 4,100 ₹4,81,750 Lowest | 4,199 ₹4,93,382.5 | 6,000 ₹7,05,000 | 4,775 ₹5,61,062.5 |
| 1.08 | Plain/Reinforced cement concrete in open foundation including formwork, shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump | 315.9 | Cum | 3,900 ₹12,32,010 Lowest | 4,099 ₹12,94,874.1 | 5,900 ₹18,63,810 | 4,597 ₹14,52,192.3 |
| 1.09 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600 | 25.27 | tonne | 59,999 ₹15,16,174.73 | 59,500 ₹15,03,565 Lowest | 82,000 ₹20,72,140 | 64,236 ₹16,23,243.72 |
Tender Value
₹70.7 L
EMD Value
₹88,400
Closing Date
31 May 2026, 5:00 pmClosed
STAFF OFFICER (CIVIL), HINGULA AREA
SO (CIVIL), OFFICE OF THE GM, HINGULA AREA, P.O._N.S.NAGAR, TALCHER, ANGUL_759148, ODISHA, INDIA
Construction of Protection Wall and Road Widening at Narrow and Turning Portions of Diversion Road (Kumunda Bridge to Kankrei), between Mines and Singada Nallah , of Hingula OCP under Hingula Area.
2026_MCL_359664_1
MCL/GM(HA)/Civil/e-Tender/ 26-27/26 Dt.15.05.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
HINGULA OCP
AS PER NIT
5 documents required · 5 mandatory
₹88,400
4 Aug 2026
16 May 2026
2 Jun 2026
16 May 2026
31 May 2026
16 May 2026
16 May 2026 - 24 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 1.01 | 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) | 135 | Cum | 81 | ₹10,935 |
| 1.02 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per relevant clauses of section 300 & 2100 ) | 461.7 | Cum | 93 | ₹42,938.1 |
| 1.03 | 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 ) | 553.5 | Cum | 268 | ₹1,48,338 |
| 1.04 | 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 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 | 47 | Cum | 2,040 | ₹95,880 |
| 1.05 | 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 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- II Material | 47 | Cum | 2,231 | ₹1,04,857 |
| 1.06 | Plain/Reinforced cement concrete in open foundation including formwork, shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 PCC Grade M15 | 119.1 | Cum | 5,801 | ₹6,90,899.1 |
| 1.07 | Plain/Reinforced cement concrete in open foundation including formwork, shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 PCC Grade M20 | 117.5 | Cum | 6,367 | ₹7,48,122.5 |
| 1.08 | Plain/Reinforced cement concrete in open foundation including formwork, shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of section 1500, 1700 & 2100 RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump | 315.9 | Cum | 6,130 | ₹19,36,467 |
| 1.09 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600 | 25.27 | tonne | 85,648 | ₹21,64,324.96 |
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