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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-AOC | L1 | Accepted-AOC ok | |
| 2 | L2₹7.9 Cr+₹7,565.22 (<0.01%)Rejected-AOC BEHIND HERO HONDA SHOWROOM DUDHANI BHAGALPUR ROAD DUMKA | DUMKA | JHARKHAND | 814101 | L2 | Rejected-AOC ok | |
| 3 | L3₹8.5 Cr+₹61.9 L (7.88%)Rejected-AOC | L3 | Rejected-AOC ok | |
| 4 | L4₹8.6 Cr+₹78.9 L (10.0%)Rejected-AOC BALUMATH LATEHAR | LATEHAR | JHARKHAND | 822111 | L4 | Rejected-AOC ok | |
| 5 | Rejected-Technical NEW AREA BISHAR TANK ROAD GAYA 823001 | GAYA | BIHAR | 823001 | - | Rejected-Technical Non Responsive as per Cl Sec-02 4.2(g) |
| Sl No | Description | Qty | Unit | Hari Nandan Choudhary L2 | M/S MANTASHA CONSTRUCTION L4 | RAM PRAKASH SINGH BUILDERS PVT. LTD. L1 | N J P STONE WORKS L3 |
|---|---|---|---|---|---|---|---|
| 1.00Details | |||||||
| 2.00 | Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | 8 | Per Km | 3,600 ₹28,800 | 4,000 ₹32,000 | 3,599.6 ₹28,796.8 Lowest | 3,914 ₹31,312 |
| 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 | 7.2 | Ha | 51,929.18 ₹3,73,890.1 | 57,699.09 ₹4,15,433.45 | 51,923.41 ₹3,73,848.55 Lowest | 56,458.56 ₹4,06,501.63 |
| 4.00Dismantling 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. | |||||||
| 5.00 | I)Plain cement concrete | 168.38 | cum | 364.49 ₹61,372.83 | 404.99 ₹68,192.22 | 364.45 ₹61,366.09 Lowest | 396.28 ₹66,725.63 |
| 6.00 | I) Reinforced cement concrete | 12.14 | cum | 678.81 ₹8,240.75 | 754.23 ₹9,156.35 | 678.73 ₹8,239.78 Lowest | 738.01 ₹8,959.44 |
| 7.00Compacting 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. | |||||||
| 8.00 | Flexible Pavement | 8,724 | cum | 17.19 ₹1,49,965.56 Lowest | 19.1 ₹1,66,628.4 | 17.19 ₹1,49,965.56 Lowest | 18.69 ₹1,63,051.56 |
| 9.00 | Rigid Pavement | 480 | cum | 17.19 ₹8,251.2 Lowest | 19.1 ₹9,168 | 17.19 ₹8,251.2 Lowest | 18.69 ₹8,971.2 |
| 10.00 | 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) | 26,346.75 | cum | 88.59 ₹23,34,058.58 | 98.43 ₹25,93,310.6 | 88.58 ₹23,33,795.12 Lowest | 96.31 ₹25,37,455.49 |
Tender Value
₹8.6 Cr
EMD Value
₹17.4 L
Closing Date
28 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ENGINEER IN CHIEF
3RD FLOOR FFP BUILDING, DHURWA, RANCHI, JHARKHAND, 834004
Construction and Maintenance of Road and Bridges
2025_CEJHR_145492_9
NIT-02 2025-26 PMJANMAN
Open Tender
Civil - Roads and Bridges
Item Rate
455 days
PAKUR
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹17.4 L
1 Jun 2026
6 Nov 2025
28 Nov 2025
6 Nov 2025
28 Nov 2025
6 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Details | - | - | - | - |
| 2 | Providing & Fixing of Bench Mark Pillars @ four nos per km as per drawings given and direction of E/I | 8 | Per Km | 4,000 | ₹32,000 |
| 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 | 7.2 | Ha | 57,699.09 | ₹4,15,433.45 |
| 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. | - | - | - | - |
| 5 | I)Plain cement concrete | 168.38 | cum | 404.99 | ₹68,192.22 |
| 6 | I) Reinforced cement concrete | 12.14 | cum | 754.23 | ₹9,156.35 |
| 7 | 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. | - | - | - | - |
| 8 | Flexible Pavement | 8,724 | cum | 19.1 | ₹1,66,628.4 |
| 9 | Rigid Pavement | 480 | cum | 19.1 | ₹9,168 |
| 10 | 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) | 26,346.75 | cum | 98.43 | ₹25,93,310.6 |
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