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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 CrAccepted-AOC AT SHASTRI NAGAR KALIKA NAGAR MADHUBANI PURNEA BIHAR | ₹18.6 Cr | L1 | Accepted-AOC agreement done |
| 2 | L2₹20.1 Cr+₹1.5 Cr (8.34%)Rejected-Finance AT ARARIYA SANGRAM TULAPATGANJ MADHUBANI BIHAR | MADHUBANI | BIHAR | 847102 | ₹20.1 Cr+₹1.5 Cr (8.34%) | L2 | Rejected-Finance Due TO L2 |
| 3 | L3₹20.3 Cr+₹1.7 Cr (9.35%)Rejected-Finance | ₹20.3 Cr+₹1.7 Cr (9.35%) | L3 | Rejected-Finance Due TO L3 |
| 4 | L4₹20.6 Cr+₹2.0 Cr (10.8%)Rejected-Finance 370 YOGENDRA PRASAD YADAV CHAKAPSAID PARMANANDPUR SARAN BIHAR | ₹20.6 Cr+₹2.0 Cr (10.8%) | L4 | Rejected-Finance Due TO L4 |
| 5 | L5₹20.6 Cr+₹2.1 Cr (11.2%)Rejected-Finance | ₹20.6 Cr+₹2.1 Cr (11.2%) | L5 | Rejected-Finance Due TO L5 |
Tender Value
₹21.1 Cr
EMD Value
₹31.1 L
Closing Date
8 Aug 2025, 3:00 pmClosed
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
RRSMP/25-26 Phulparas/02
2025_RWD_143346_1
RRSMP/25-26 Phulparas/02
Open Tender
CIVIL
Percentage
365 days
Phulparas
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹31.1 L
3 Feb 2026
25 Jul 2025
8 Aug 2025
25 Jul 2025
8 Aug 2025
25 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 | L059 To Purandahi | - | - | - | - |
| 2 | 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 | 0.23 | Ha | 75,360.38 | ₹17,332.89 |
| 3 | 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 @ 20 % | 157.88 | Cum | 244.59 | ₹38,615.87 |
| 4 | 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 100 m lead @ 80 % | 631.5 | Cum | 163.42 | ₹1,03,199.73 |
| 5 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 2,272.5 | Sqm | 19.62 | ₹44,586.45 |
| 6 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. | 62.44 | Cum | 14,736.39 | ₹9,20,140.19 |
| 7 | 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 as approved, curing compound, finishing to lines and grades as per drawing . | 281.01 | Cum | 8,512.04 | ₹23,91,968.36 |
| 8 | Edging with 1st class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres | 1,100 | sqm | 79.99 | ₹87,989 |
| 9 | Kilometre stone | - | - | - | - |
| 10 | ii) Km stone | 2 | No. | 3,194.08 | ₹6,388.16 |
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