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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 CrAccepted-AOC | ₹6.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.4 Cr+₹18.6 L (2.97%)Rejected-AOC ADITYAPUR SERAIKELLA KHARSAWAN | ₹6.4 Cr+₹18.6 L (2.97%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Sujeet Kumar Singh L2 | M/s. Manoj Kumar Agarwal L1 |
|---|---|---|---|---|---|
| 1.00Details | |||||
| 2.00 | (1) L021-Katabani BT Road to Domaro, Length- 1.00 Km, Block-Chakulia
Setting out etc all complete job as per specification and directioni of E/I | 1 | Per km | 3,262.17 ₹3,262.17 | 3,245.53 ₹3,245.53 Lowest |
| 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. | 7,500 | Per Sqm | 5.77 ₹43,275 | 5.74 ₹43,050 Lowest |
| 4.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. ( Dismantling of cement concrete) | 2.4 | Per Cum. | 433.17 ₹1,039.61 | 430.96 ₹1,034.3 Lowest |
| 5.00 | Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B) | 25.67 | Per Cum. | 279.93 ₹7,185.52 | 278.5 ₹7,148.82 Lowest |
| 6.00 | Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 172.07 | Per Cum. | 143.67 ₹24,722.02 | 142.94 ₹24,596.4 Lowest |
| 7.00 | Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe | 2,246.4 | Per Cum. | 19.1 ₹42,906.24 | 19 ₹42,681.6 Lowest |
| 8.00 | Construction of embankment with approved material obtained 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 Qty (Free Lead) | 2,600.34 | Per Cum. | 98.43 ₹2,55,951.47 | 97.93 ₹2,54,651.3 Lowest |
| 9.00 | Construction of embankment with approved material obtained 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 (Lead upto 250m)) | 866.78 | Per Cum. | 144.38 ₹1,25,145.7 | 143.64 ₹1,24,504.28 Lowest |
| 10.00 | 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 | 3,562.46 | Per Cum. | 190.33 ₹6,78,043.01 | 189.36 ₹6,74,587.43 Lowest |
Tender Value
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
2 Feb 2026, 5:00 pmClosed
ENGINEER IN CHIEF
3rd Floor, FFP Building, Dhurwa, Ranchi, Jharkhand
Construction and Maintenance of Roads and LSBs
2026_CEJHR_146165_3
NIT-10_PMJANMAN-Jamshedpur
Open Tender
Civil - Roads and Bridges
Item Rate
455 days
EAST SINGHBHUM
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹12.6 L
17 Jul 2026
19 Jan 2026
2 Feb 2026
19 Jan 2026
2 Feb 2026
19 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Details | - | - | - | - |
| 2 | (1) L021-Katabani BT Road to Domaro, Length- 1.00 Km, Block-Chakulia
Setting out etc all complete job as per specification and directioni of E/I | - | Per km | 3,262.17 | - |
| 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. | - | Per Sqm | 5.77 | - |
| 4 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. ( Dismantling of cement concrete) | 1 | Per Cum. | 433.17 | ₹432.74 |
| 5 | Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B) | - | Per Cum. | 279.93 | - |
| 6 | Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 1 | Per Cum. | 143.67 | ₹143.53 |
| 7 | Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe | - | Per Cum. | 19.1 | - |
| 8 | Construction of embankment with approved material obtained 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 Qty (Free Lead) | - | Per Cum. | 98.43 | - |
| 9 | Construction of embankment with approved material obtained 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 (Lead upto 250m)) | 1 | Per Cum. | 144.38 | ₹144.24 |
| 10 | 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 | - | Per Cum. | 190.33 | - |
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