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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₹4.0 CrAccepted-Finance | L1 | Accepted-Finance Due to L1 (Lowest Bidder) | |
| 2 | L2₹4.5 Cr+₹51.5 L (12.9%)Rejected-Finance | L2 | Rejected-Finance Due To L2 | |
| 3 | L3₹4.5 Cr+₹52.3 L (13.1%)Rejected-Finance DHARAMSHALA ROAD NAUGACHIA BHAGALPUR BIHAR PIN CODE 853204 | BHAGALPUR | BIHAR | 853204 | L3 | Rejected-Finance Due To L3 |
Tender Value
₹4.5 Cr
EMD Value
₹9.0 L
Closing Date
31 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
(AWSESH-GEN)-Bhagalpur-292
2025_RWD_143179_1
(AWSESH-GEN)-Bhagalpur-292
Open Tender
CIVIL
Percentage
365 days
Bhagalpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹9.0 L
23 Oct 2025
24 Jul 2025
31 Jul 2025
24 Jul 2025
31 Jul 2025
24 Jul 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 | Part-A
Kola Narayanpur Badluchak Part To Badluchak Muslim Tola | - | - | - | - |
| 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 | 0.75 | KM | 4,118.7 | ₹3,089.02 |
| 3 | Refrence Pillars 04 nos. per km | 0.75 | KM | 1,901.5 | ₹1,426.13 |
| 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 | 0.53 | ha | 75,360.38 | ₹39,941 |
| 5 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50 m as per Technical Specification Clause 302.3 (c) Be side of PCC for Provision of Rigid Road | 22.31 | cum | 96.35 | ₹2,149.57 |
| 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. (Including Royality & Labour Cess). | - | - | - | - |
| 7 | (i) For 1000 m Lead | 4,405.13 | Cum | 241.51 | ₹10,63,882.95 |
| 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 & 100 m as per Technical Specification Clause 303.1. (i)For 1000 m lead @ 100 % | 270 | Cum | 364.55 | ₹98,428.5 |
| 9 | 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. (a) For Flexible Portion | 219 | Cum | 2,302.23 | ₹5,04,188.37 |
| 10 | Cement Concrete Pavement (PQC): Construction of un-reinforced, plain cement concrete pavement (M35 Grade) over a prepared sub base with 43
grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to
site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of
0.5 x 0.5 panel, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as
approved, curing compound, finishing to lines and grades as per drawing | 321.56 | cum | 5,707.15 | ₹18,35,191.15 |
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details.html
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Tendernotice_1.pdf
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CMBDMMGSYAWSESH.pdf
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BOQ_222432.xls
BOQ • 0.45 MB
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