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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 CrAccepted-AOC MRL03 NH133 JAGDISHPUR TO ENGLISH SIMANPUR VIA SUNDRA CHAK RAJGAON | PILIBHIT | UTTAR PRADESH | 262001 | ₹6.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹6.9 Cr+₹4.9 L (0.73%)Rejected-Finance NOT AVAILABLE | ₹6.9 Cr+₹4.9 L (0.73%) | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹6.9 Cr+₹8.4 L (1.24%)Rejected-Finance AT HANUMAN NAGAR P S GAIGHAT DIST MUZAFFARPUR PINCODE 847107 | DARBHANGA | BIHAR | 847107 | ₹6.9 Cr+₹8.4 L (1.24%) | L3 | Rejected-Finance Due to L3 |
| 4 | L4₹7.7 Cr+₹87.7 L (12.9%)Rejected-Finance KISHANGANJ 2 | KISHANGANJ | BIHAR | 854333 | ₹7.7 Cr+₹87.7 L (12.9%) | L4 | Rejected-Finance Due to L4 |
Tender Value
₹7.7 Cr
EMD Value
₹15.4 L
Closing Date
24 Apr 2025, 3:00 pmClosed
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
NDB-BRRP2-634-KISHANGANJ 2
2025_RWD_140208_1
NDB-BRRP2-634-KISHANGANJ 2
Open Tender
CIVIL
Percentage
365 days
Kishanganj-2
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹15.4 L
19 Aug 2025
19 Apr 2025
24 Apr 2025
19 Apr 2025
24 Apr 2025
19 Apr 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | BHAYANKAR DWARI MR ROAD (BARAHMANI CHAUK KE AAGE TO BHERBHERI | - | - | - | - |
| 2 | Setting Out
Construction of Reference & Working Benchmarks | - | Km | - | - |
| 3 | Construction of Reference Pillars/Burjees | - | Km | 1 | - |
| 4 | Clearing and Grubbing Road Land
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. | 1 | Hect | - | - |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5. | 0.2 | Cum | 1 | ₹0.2 |
| 6 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5. | 0.8 | Cum | - | - |
| 7 | Construction of Subgrade
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 lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | Cum | - | - |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | - | Cum | - | - |
| 9 | WBM GrIII
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 1 | Cum | - | - |
| 10 | Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 | - | Sqm | 1 | - |
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