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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 CrAdmitted-Finance | ₹10.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.0 CrAdmitted-Finance | ₹11.0 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive as per Cl Sec-02 4.4A(b) |
| Sl No | Description | Qty | Unit | SONY ENTERPRISES L1 | GULAVI CONSTRUCTION PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Details | |||||
| 2.00 | 1. AMJORA ROAD TO GOSMARA VIA BALAMKO, GOGA-5.6 KM
Setting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 | 5.6 | Per km | 3,060.08 ₹17,136.45 | 3,254.91 ₹18,227.50 |
| 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 | 28,000 | Per Sqm | 5.19 ₹1.5 L | 5.52 ₹1.5 L |
| 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 | 961.98 | Per Cum. | 129.3 ₹1.2 L | 137.54 ₹1.3 L |
| 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. | 10,504.8 | Per Cum. | 17.19 ₹1.8 L | 18.28 ₹1.9 L |
| 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 | 19,547.74 | Per Cum. | 38.99 ₹7.6 L | 41.47 ₹8.1 L |
| 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) | 8,119.79 | Per Cum. | 87.4 ₹7.1 L | 92.96 ₹7.5 L |
| 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 | 2,706.6 | Per Cum. | 128.75 ₹3.5 L | 136.95 ₹3.7 L |
| 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) | 15,468.96 | Per Cum. | 171.3 ₹26.5 L | 182.2 ₹28.2 L |
| 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. | 3,017.3 | Per Cum. | 2,383.67 ₹71.9 L | 2,535.43 ₹76.5 L |
Tender Value
₹11.4 Cr
EMD Value
₹23.0 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_147034_2
JH-09-PMJANMAN-GOD-08
Open Tender
Civil - Roads and Bridges
455 days
GODDA
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹23.0 L
1 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Details | ||||||
| 2 | 1. AMJORA ROAD TO GOSMARA VIA BALAMKO, GOGA-5.6 KM
Setting out etc all complete job as per specification and directioni of E/I SOR NO 1.16 | 1 | Per km | - | - | BI01010001010000000000000515BI0100001113 |
| 3Clearing 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 | ||||||
| 4Excavation 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 | ||||||
| 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. | 1 | Per Cum. | - | - | BI01010001010000000000000515BI0100001116 |
| 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 | 1 | Per Cum. | - | - | BI01010001010000000000000515BI0100001117 |
| 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. | - | - | BI01010001010000000000000515BI0100001118 |
| 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 | 1 | Per Cum. | - | - | BI01010001010000000000000515BI0100001119 |
| 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) | 0.2 | Per Cum. | - | - | BI01010001010000000000000515BI0100001120 |
| 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. | 0.8 | Per Cum. | - | - | BI01010001010000000000000515BI0100001121 |
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