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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 CrAdmitted-Finance | ₹10.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.2 CrAdmitted-Finance | ₹10.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹10.2 CrAdmitted-Finance | ₹10.2 Cr | L3 | Admitted-Finance |
| 4 | L4₹10.2 CrAdmitted-Finance | ₹10.2 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical AT SATYENDRA NAGAR DURGA CHOWK AURANGABAD BIHAR 824101 | AURANGABAD | BIHAR | 824101 | - | - | Rejected-Technical Non Responsive as per Cl Sec-02 4.2(a) |
| Sl No | Description | Qty | Unit | M/s NANDINI CONSTRUCTION L3 | M/s S. S. CONSTRUCTION L2 | M/s SHARDA CONSTRUCTION L4 | VIJAYA INFRA L1 |
|---|---|---|---|---|---|---|---|
| 1.00Details | |||||||
| 2.00 | 1.Sohdag Khurd To Kumbhi Kala main road via Kumbhi khurd High school Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345) | 5.5 | Km | 4,415.53 ₹24,285.42 | 4,415 ₹24,282.50 | 4,415.53 ₹24,285.42 | 4,415.53 ₹24,285.42 |
| 3.00 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification . | 3.3 | Ha | 57,699.09 ₹1.9 L | 57,699 ₹1.9 L | 57,699.09 ₹1.9 L | 57,699.09 ₹1.9 L |
| 4.00 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 2,996.25 | cum | 19.1 ₹57,228.38 | 19.1 ₹57,228.38 | 19.1 ₹57,228.38 | 19.1 ₹57,228.38 |
| 5.00 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 4,445.75 | cum | 143.67 ₹6.4 L | 143.67 ₹6.4 L | 143.67 ₹6.4 L | 130.6 ₹5.8 L |
| 6.00 | Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5 | 3,112.03 | cum | 43.32 ₹1.3 L | 43.32 ₹1.3 L | 43.32 ₹1.3 L | 43.32 ₹1.3 L |
| 7.00 | Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead | 5,721.15 | cum | 97.11 ₹5.6 L | 97.11 ₹5.6 L | 97.11 ₹5.6 L | 97.11 ₹5.6 L |
| 8.00 | Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 250m. | 1,907.05 | cum | 143.06 ₹2.7 L | 143.06 ₹2.7 L | 143.06 ₹2.7 L | 143.06 ₹2.7 L |
| 9.00 | Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead | 8,134.82 | cum | 98.43 ₹8.0 L | 98.43 ₹8.0 L | 98.43 ₹8.0 L | 98.43 ₹8.0 L |
| 10.00 | Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto 250m. | 2,711.61 | cum | 144.38 ₹3.9 L | 144.38 ₹3.9 L | 144.38 ₹3.9 L | 144.38 ₹3.9 L |
Tender Value
₹10.2 Cr
EMD Value
₹20.5 L
Closing Date
6 Apr 2026, 5:00 pmClosed
ENGINEER IN CHIEF
3rd Floor, FFP Building, Dhurwa, Ranchi, JHarkhand 834002
Construction and maintenance of Roads and LSBs
2026_CEJHR_147033_1
JH-17-PMJANMAN-PAL-01
Open Tender
Civil - Roads and Bridges
455 days
Palamau
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹20.5 L
19 Jun 2026
19 Mar 2026
6 Apr 2026
19 Mar 2026
6 Apr 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Details | |||||
| 21.Sohdag Khurd To Kumbhi Kala main road via Kumbhi khurd High school Setting out pillars providing and fixing of Benchpillars@ four nos. Per kmas per drawing given. ( size 1.00 x 0.345 x 0.345) | |||||
| 3Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification . | |||||
| 4Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | |||||
| 5Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | |||||
| 6Construction of embankment with material obtained from Road way cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5 | |||||
| 7Construction of Embankment with Material Obtained from Borrow Pits With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a Free lead | |||||
| 8Construction of Embankment with Material Obtained from Borrow Pit With approved material obtained from borrow pits with a lift up to 1.5m, transporting to site , spreding, grading to required slope and compacted to meet requirement of table 300.1 and 300.2 as per technical specification clause with a lead upto 250m. | |||||
| 9Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 Free Lead | |||||
| 10Construction of Subgrade Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification 301.4.1 lead upto 250m. | |||||
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