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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC MAHABIR PRASAD LANE NAYA CHOWK ISHAKCHAK BHAGALPUR PINCODE 812001 | BHAGALPUR | BIHAR | 812001 | ₹5.1 Cr | L1 | Accepted-AOC aoc |
| 2 | L2₹5.1 Cr+₹6.8 L (1.35%)Rejected-Finance NAYATOLA MIRZAPUR NATHNAGAR MADHUSUDANPUR DIST BHAGALPUR 812001 | BHAGALPUR | BIHAR | 812001 | ₹5.1 Cr+₹6.8 L (1.35%) | L2 | Rejected-Finance Due to L2 |
Tender Value
₹5.1 Cr
EMD Value
₹10.3 L
Closing Date
9 Jul 2025, 3:00 pmClosed
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
MMGSY(AWSESH-SC)-Bhagalpur-395
2025_RWD_142251_1
MMGSY(AWSESH-SC)-Bhagalpur-395
Open Tender
CIVIL
Percentage
365 days
Bhagalpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹10.3 L
6 Apr 2026
30 Jun 2025
9 Jul 2025
30 Jun 2025
9 Jul 2025
30 Jun 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 | AMWA TO KISHANPUR | - | - | - | - |
| 2 | Setting Out Pillars) Providing & Fixing of Working benchmark/Refrence Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I Benchmark Pillars 01 nos. per km and direction of E/I | 1.75 | km | 4,187.31 | ₹7,327.79 |
| 3 | Refrence Pillars and direction of E/I | 1.75 | km | 1,935.95 | ₹3,387.91 |
| 4 | 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 | 1.23 | ha | 75,360.38 | ₹92,693.27 |
| 5 | 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 | 41.25 | cum | 96.35 | ₹3,974.44 |
| 6 | Construction of embankment with material obtained from borrow pits with a lifts upto 1.5 m , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5. for 1000 M lead | 1,128.16 | Cum | 241.51 | ₹2,72,461.92 |
| 7 | . for 100 M lead | 2,278.44 | Cum | 167.47 | ₹3,81,570.35 |
| 8 | Construction of subgrade and earthen shoulders :-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. For 1000 m lead @ 100% | 3,696 | Cum | 364.55 | ₹13,47,376.8 |
| 9 | Construction of subgrade and earthen shoulders :-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. | 206.25 | Cum | 364.55 | ₹75,188.44 |
| 10 | Granular Sub-base with Well Graded Material (Table 400.1)For Grading II Material :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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. | 619.65 | Cum | 2,461.24 | ₹15,25,107.37 |
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fin_eval.pdf
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BOQ_221375.xls
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CMBD_MMGSY_AWSESH.pdf
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