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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAdmitted-Finance GILANPARA DUMKA | ₹4.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.3 Cr+₹12.7 L (3.05%)Admitted-Finance | ₹4.3 Cr+₹12.7 L (3.05%) | L2 | Admitted-Finance |
| 3 | L3₹4.4 Cr+₹28.4 L (6.83%)Admitted-Finance | ₹4.4 Cr+₹28.4 L (6.83%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | prasadcontractors pvt ltd L3 | niraj kumar agarwal L1 | MS SHREE KRISHNA ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.00Details | ||||||
| 2.00 | 1.L024-NAGRI TO BALIASULI PAHARIYATOLA, 1.025 KM, BLOCK-KUNDHIT, Pkg No JH/12/JAN-XCL-001
Setting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 | 1.02 | Per km | 2,800 ₹2,870 | 5 ₹5.13 Lowest | 2,492 ₹2,554.3 |
| 3.00 | 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 Clause 201 of MoRD by manual means SOR NO. 2.2 | 5,125 | Per Sqm | 4 ₹20,500 | 1 ₹5,125 Lowest | 5 ₹25,625 |
| 4.00 | 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 SOR NO 3.5 | 195.75 | Per Cum. | 120 ₹23,490 | 10 ₹1,957.5 Lowest | 124.5 ₹24,370.88 |
| 5.00 | Compacting original ground supporting subgrade : 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. | 1,040.4 | Per Cum. | 10 ₹10,404 | 1 ₹1,040.4 Lowest | 16.55 ₹17,218.62 |
| 6.00 | 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 2,363.17 | Per Cum. | 40 ₹94,526.8 | 10 ₹23,631.7 Lowest | 37.55 ₹88,737.03 |
| 7.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Free Lead) | 2,040.32 | Per Cum. | 50 ₹1,02,016 | 10 ₹20,403.2 Lowest | 84.2 ₹1,71,794.94 |
| 8.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.5 Lead upto -250 m | 680.11 | Per Cum. | 140 ₹95,215.4 | 20 ₹13,602.2 Lowest | 124.03 ₹84,354.04 |
| 9.00 | Construction of subgrade and earthen shoulders with approved material 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 Clause 303.1. (Lead 250-500) | 1,961.8 | Per Cum. | 180 ₹3,53,124 | 20 ₹39,236 Lowest | 165.01 ₹3,23,716.62 |
| 10.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 367.43 | Per Cum. | 2,300 ₹8,45,089 | 2,000 ₹7,34,860 Lowest | 2,049.8 ₹7,53,158.01 |
Tender Value
₹4.9 Cr
EMD Value
₹11 L
Closing Date
10 Jun 2026, 5:00 pmClosed
ENGINEER IN CHIEF
3rd Floor, FFP Building, Dhurwa, Ranchi, JHarkhand 834002
Construction and Maintenance of Roads and LSBs
2026_CEJHR_147673_12
NIT-09_PMJANMAN-ROAD
Open Tender
Civil - Roads and Bridges
Item Rate
455 days
JAMTARA
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹11 L
9 Jul 2026
19 May 2026
10 Jun 2026
19 May 2026
10 Jun 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Details | - | - | - | - |
| 2 | 1.L024-NAGRI TO BALIASULI PAHARIYATOLA, 1.025 KM, BLOCK-KUNDHIT, Pkg No JH/12/JAN-XCL-001
Setting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 | 1 | Per km | 2,873.87 | ₹2,871 |
| 3 | 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 Clause 201 of MoRD by manual means SOR NO. 2.2 | - | Per Sqm | 5.77 | - |
| 4 | 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 SOR NO 3.5 | - | Per Cum. | 143.67 | - |
| 5 | Compacting original ground supporting subgrade : 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. | - | Per Cum. | 19.1 | - |
| 6 | 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | - | Per Cum. | 43.32 | - |
| 7 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Free Lead) | 1 | Per Cum. | 97.11 | ₹97.01 |
| 8 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.5 Lead upto -250 m | - | Per Cum. | 143.06 | - |
| 9 | Construction of subgrade and earthen shoulders with approved material 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 Clause 303.1. (Lead 250-500) | 1 | Per Cum. | 190.33 | ₹190.14 |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | Per Cum. | 2,364.25 | - |
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