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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr | L1 | Accepted-AOC aoc |
| 2 | L2₹4.7 Cr+₹62.0 L (15.3%)Rejected-Finance N A | NA | NA | 121004 | ₹4.7 Cr+₹62.0 L (15.3%) | L2 | Rejected-Finance Due To L2 |
| 3 | L3₹4.7 Cr+₹63.6 L (15.7%)Rejected-Finance ARRAH BHOJPUR BIHAR | ₹4.7 Cr+₹63.6 L (15.7%) | L3 | Rejected-Finance Due To L3 |
| 4 | L4₹4.7 Cr+₹64.2 L (15.9%)Rejected-Finance AT DHANUTI HAJIPUR VAISHALI | ₹4.7 Cr+₹64.2 L (15.9%) | L4 | Rejected-Finance Due To L4 |
| 5 | L5₹5.0 Cr+₹92.1 L (22.7%)Rejected-Finance N A | NA | NA | 121004 | ₹5.0 Cr+₹92.1 L (22.7%) | L5 | Rejected-Finance Due To L5 |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 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
(AWSESH-SC)-Maharajganj-501
2025_RWD_142359_1
(AWSESH-SC)-Maharajganj-501
Open Tender
CIVIL
Percentage
365 days
Maharajganj
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹11.4 L
6 Apr 2026
2 Jul 2025
9 Jul 2025
2 Jul 2025
9 Jul 2025
2 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 | KANHAULI BASAW RWD ROAD TO BINTOLIYA | - | - | - | - |
| 2 | Working benchmark Pillars - Setting Out Pillars Providing & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I | 1.56 | Per KM | 5,818.37 | ₹9,076.66 |
| 3 | Reference pillars - Setting Out Pillars Providing & Fixing of Working benchmark Pillars 2 nos. per km & 6 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I | 1.56 | Per KM | 3,240.64 | ₹5,055.4 |
| 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 | 1.17 | Ha | 75,360.38 | ₹88,171.64 |
| 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 141.94 | Cum | 96.35 | ₹13,675.92 |
| 6 | 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 | 1,911.27 | Cum | 241.32 | ₹4,61,227.68 |
| 7 | 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. | 1,333.8 | Cum | 244.59 | ₹3,26,234.14 |
| 8 | 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. GRADING - II | 163.62 | Cum | 3,799.78 | ₹6,21,720 |
| 9 | WBM GRADING - III - 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. | 327.24 | Cum | 5,396.66 | ₹17,66,003.02 |
| 10 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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 or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing | 754.02 | Cum | 7,907.48 | ₹59,62,398.07 |
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