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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 CrAccepted-AOC AT BHURA PATHRAGORDHI PO BHURA TRIVENIGANJ DIST SUPAUL PIN 852139 | SUPAUL | BIHAR | 852139 | ₹9.2 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹9.9 Cr+₹63.6 L (6.88%)Rejected-Finance KOSHI ROAD WARD NO 12 SUPAUL DISTT SUPAUL PIN CODE 852131 | SUPAUL | BIHAR | 852131 | ₹9.9 Cr+₹63.6 L (6.88%) | L2 | Rejected-Finance Due to L2 |
| 3 | L3₹10.0 Cr+₹72.4 L (7.84%)Rejected-Finance AT CLUB ROAD RESIDENCE ARA PO PS NAWADA ARA PIN 802301 | BHOJPUR | BIHAR | 802301 | ₹10.0 Cr+₹72.4 L (7.84%) | L3 | Rejected-Finance Due to L3 |
| 4 | Rejected-Technical AT PO SIMRAHI BAZAR DISTRICT SUPAUL PIN 852111 | SUPAUL | BIHAR | 852111 | - | - | Rejected-Technical AS PER SBD |
Tender Value
₹11.7 Cr
EMD Value
₹23.5 L
Closing Date
13 Dec 2024, 3:00 pmClosed
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar,MMGSY 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
NDB-BRRP2-539-644-VIRPUR
2024_RWD_137630_1
NDB-BRRP2-539-644-VIRPUR
Open Tender
CIVIL
Percentage
365 days
Virpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
₹23.5 L
6 Aug 2025
7 Dec 2024
13 Dec 2024
7 Dec 2024
13 Dec 2024
7 Dec 2024
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 | Lalpur Paswan Tola To Ram Tola Baidhnathpur | - | - | - | - |
| 2 | Benchmark Pillars 01 nos. per km | 3 | No | 5,087.7 | ₹15,263.1 |
| 3 | Refrence Pillars 04 nos. per km | 11 | No | 2,366.56 | ₹26,032.16 |
| 4 | Clearing and Grubbing Road Land
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 ( By Manual Means) In area of non-thorny jungle | 1.94 | Hect. | 72,877.5 | ₹1,41,382.35 |
| 5 | Box Cutting :- 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 | 19.69 | Cum | 95.96 | ₹1,889.45 |
| 6 | Construction of Embankment with Material Obtained from Roadway Cutting
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 equirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. | 11.81 | Cum | 75.01 | ₹885.87 |
| 7 | 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 100 m as per Technical Specification Clause 301.5 | 2,045.15 | Cum | 183.04 | ₹3,74,344.26 |
| 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 lead upto 1000 m as per Technical Specification Clause 301.5 | 521.52 | Cum | 240.31 | ₹1,25,326.47 |
| 9 | 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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). | 7,439.21 | Cum | 243.57 | ₹18,11,968.38 |
| 10 | Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. (For Grading I Material) | 2,021.9 | Cum | 3,422.59 | ₹69,20,134.72 |
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