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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 CrAccepted-AOC | ₹8.8 Cr | L1 | Accepted-AOC OK |
| 2 | L2₹9.1 CrRejected-AOC | ₹9.1 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Suresh Pandey L1 | NEELAM CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00Details | |||||
| 2.00 | 1.L023-Nawadih sungai to korwa tola via Nawadih Barwa tola to karwa , Length-3.137 Km. Package no JH17MARS1- Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | 3 | Per/Km | 3,680 ₹11,040 | 3,924.4 ₹11,773.20 |
| 3.00 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | 2.82 | Ha | 53,083.16 ₹1.5 L | 56,608.58 ₹1.6 L |
| 4.00 | Dismantling of Structures 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 Plain cement concrete | 10.5 | Cum | 372.59 ₹3,912.20 | 397.34 ₹4,172.07 |
| 5.00 | Dismantling of Structures 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 Stone/brick masonry | 101.38 | Cum | 257.53 ₹26,108.39 | 274.64 ₹27,843 |
| 6.00 | Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .B) Above 600 mm to 900 mm dia Hume Pipe | 15 | m | 247.43 ₹3,711.45 | 263.87 ₹3,958.05 |
| 7.00 | Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .C) Above 900 mm dia Hume Pipe | 15 | m | 423.66 ₹6,354.90 | 451.81 ₹6,777.15 |
| 8.00 | Compacting Original Ground :-- 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. | 3,764.4 | cum | 17.57 ₹66,140.51 | 18.74 ₹70,544.86 |
| 9.00 | Construction of subgrade and earthen shoulders with lead 250m to 500 m:-- 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 with free lead as per Technical Specification Clause 303.1. Avg width = (10.20 +7.50/2) | 10,022.93 | cum | 90.55 ₹9.1 L | 96.57 ₹9.7 L |
| 10.00 | 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 | 505.3 | cum | 132.17 ₹66,785.50 | 140.95 ₹71,222.04 |
Tender Value
₹9.2 Cr
EMD Value
₹18.7 L
Closing Date
23 Apr 2026, 5:00 pmClosed
ENGINEER IN CHIEF
3RD FLOOR, FFP BUILDING DHURWA, RANCHI JHARKHAND
Construction and Maintenance of Roads and LSBs
2026_CEJHR_147239_1
JH-17-PMJANMAN-PAL-04
Open Tender
Civil - Roads and Bridges
455 days
Palamau
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹18.7 L
4 Jun 2026
10 Apr 2026
23 Apr 2026
10 Apr 2026
23 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Details | - | - | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 1.L023-Nawadih sungai to korwa tola via Nawadih Barwa tola to karwa , Length-3.137 Km. Package no JH17MARS1- Setting Out Pillars Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | - | Per/Km | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I | 1 | Ha | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Dismantling of Structures 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 Plain cement concrete | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Dismantling of Structures 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 Stone/brick masonry | 1 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .B) Above 600 mm to 900 mm dia Hume Pipe | - | m | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Removing all types of Hume pipe and stacking within a lead of 1000m including earthwork and dismantling of masonary works as per technical specification clause 202.1 .C) Above 900 mm dia Hume Pipe | - | m | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Compacting Original Ground :-- 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. | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Construction of subgrade and earthen shoulders with lead 250m to 500 m:-- 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 with free lead as per Technical Specification Clause 303.1. Avg width = (10.20 +7.50/2) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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