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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 CrAdmitted-Finance | ₹11.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.7 Cr+₹1.6 L (0.14%)Admitted-Finance | ₹11.7 Cr+₹1.6 L (0.14%) | L2 | Admitted-Finance |
| 3 | L3₹11.8 Cr+₹7.9 L (0.67%)Admitted-Finance | ₹11.8 Cr+₹7.9 L (0.67%) | L3 | Admitted-Finance |
| 4 | L4₹12.2 Cr+₹50.6 L (4.31%)Admitted-Finance | ₹12.2 Cr+₹50.6 L (4.31%) | L4 | Admitted-Finance |
| 5 | L5₹12.4 Cr+₹70.6 L (6.02%)Admitted-Finance AT AT VILL POST MIRPUR PATADH P S SARAI DIST VAISHALI BIHAR PIN 844116 | VAISHALI | BIHAR | 844116 | ₹12.4 Cr+₹70.6 L (6.02%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S JITENDRA KUMAR SINGH L1 | M/s Jagdhatri Prasad Singh L2 | KUMAR BIRENDRA BALLAVE L6 | PRAVIN KUMAR L3 | MAHESH PRASAD GUPTA L4 | GITA DEVI L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.001. L030-Samandri to Upperlodhpath via lodhpath , Road Length-5.80 km , Package No. JH10MARS203 | |||||||||
| 2.00 | Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | 6 | Per/Km | 3,334.8 ₹20,008.8 Lowest | 3,340 ₹20,040 | 4,000 ₹24,000 | 3,985.5 ₹23,913 | 3,496 ₹20,976 | 3,554 ₹21,324 |
| 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 | 5.22 | Ha | 48,103.73 ₹2,51,101.47 Lowest | 48,178.74 ₹2,51,493.02 | 57,699.09 ₹3,01,189.25 | 49,247.15 ₹2,57,070.12 | 50,429 ₹2,63,239.38 | 51,265.64 ₹2,67,606.64 |
| 4.00 | 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. | 6,960 | cum | 15.92 ₹1,10,803.2 Lowest | 15.95 ₹1,11,012 | 19.1 ₹1,32,936 | 16.33 ₹1,13,656.8 | 16.69 ₹1,16,162.4 | 16.97 ₹1,18,111.2 |
| 5.00 | Construction of subgrade and earthen shoulders with free lead :-- 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) | 20,100 | cum | 82.06 ₹16,49,406 | 82.19 ₹16,52,019 | 98.43 ₹19,78,443 | 72.16 ₹14,50,416 Lowest | 86.03 ₹17,29,203 | 87.46 ₹17,57,946 |
| 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 | 600.5 | cum | 119.78 ₹71,927.89 Lowest | 119.96 ₹72,035.98 | 143.67 ₹86,273.84 | 122.84 ₹73,765.42 | 125.57 ₹75,404.79 | 127.65 ₹76,653.83 |
| 7.00 | 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 | 480.4 | cum | 36.12 ₹17,352.05 Lowest | 36.17 ₹17,376.07 | 43.32 ₹20,810.93 | 37.04 ₹17,794.02 | 37.86 ₹18,187.94 | 38.49 ₹18,490.6 |
| 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 free lead as per Technical Specification Clause 301.5 | 21,933.97 | cum | 80.96 ₹17,75,774.21 Lowest | 81.09 ₹17,78,625.63 | 97.11 ₹21,30,007.83 | 83.02 ₹18,20,958.19 | 84.87 ₹18,61,536.03 | 86.28 ₹18,92,462.93 |
| 9.00 | 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 250 m as per Technical Specification Clause 301.5 | 5,603.59 | cum | 119.27 ₹6,68,340.18 Lowest | 119.46 ₹6,69,404.86 | 143.06 ₹8,01,649.59 | 122.32 ₹6,85,431.13 | 125.03 ₹7,00,616.86 | 127.11 ₹7,12,272.32 |
| 10.00 | For Grading II Material
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / Tractor mount 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.
By Mix in Place Method | 3,593.97 | cum | 1,818.62 ₹65,36,065.72 | 1,821.46 ₹65,46,272.6 | 2,000 ₹71,87,940 | 1,565.08 ₹56,24,850.57 Lowest | 1,906.53 ₹68,52,011.62 | 1,938.17 ₹69,65,724.83 |
Tender Value
₹13.8 Cr
EMD Value
₹28 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_11
NIT-09_PMJANMAN-ROAD
Open Tender
Civil - Roads and Bridges
Item Rate
545 days
GUMLA
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹28 L
1 Sept 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 | 1. L030-Samandri to Upperlodhpath via lodhpath , Road Length-5.80 km , Package No. JH10MARS203 | - | - | - | - |
| 2 | Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | - | Per/Km | 4,000 | - |
| 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 | 57,699.09 | ₹57,641.39 |
| 4 | 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 | 19.1 | - |
| 5 | Construction of subgrade and earthen shoulders with free lead :-- 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 | 98.43 | - |
| 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 | - | cum | 143.67 | - |
| 7 | 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 | cum | 43.32 | ₹43.28 |
| 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 free lead as per Technical Specification Clause 301.5 | - | cum | 97.11 | - |
| 9 | 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 250 m as per Technical Specification Clause 301.5 | - | cum | 143.06 | - |
| 10 | For Grading II Material
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / Tractor mount 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.
By Mix in Place Method | 1 | cum | 2,181.39 | ₹2,179.21 |
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