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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.8 CrAccepted-AOC ARERAJ | ₹36.8 Cr | L1 | Accepted-AOC DUE TO AGREEMENT DONE BY LOWEST BIDDER |
| 2 | L2₹37.3 Cr+₹46.0 L (1.25%)Rejected-Finance | ₹37.3 Cr+₹46.0 L (1.25%) | L2 | Rejected-Finance Not Lowest |
Tender Value
₹37.7 Cr
EMD Value
₹47.7 L
Closing Date
4 Jul 2025, 3:00 pmClosed
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
RRSMP/24-25 Purnea/02
2025_RWD_142450_1
RRSMP/24-25 Purnea/02
Open Tender
CIVIL
Percentage
365 days
Purnea
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹47.7 L
21 Sept 2025
28 Jun 2025
4 Jul 2025
28 Jun 2025
4 Jul 2025
28 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 | GURAHI YADAV TOLA TO THAKTHAKIYA | - | - | - | - |
| 2 | Clearing and Grubbing Road Land (By Manual Means)
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.14 | Hect | 73,248.75 | ₹9,961.83 |
| 3 | Scarifying existing Bituminous Surface
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 215.25 | Sqm | 19.06 | ₹4,102.67 |
| 4 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
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 | 93.1 | Cum | 95.12 | ₹8,855.67 |
| 5 | Construction of Subgrade & Earthen Shoulder
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. | 1,623.6 | Cum | 243.88 | ₹3,95,963.57 |
| 6 | Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | - | - | - | - |
| 7 | ( By mix in place method ) For Grading I Material | 93.1 | Cum | 3,353.65 | ₹3,12,224.82 |
| 8 | ( By mix in place method ) For Grading II Material | 25.57 | Cum | 2,326.93 | ₹59,499.6 |
| 9 | WBM Grading 3
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 Clause 405. | - | - | - | - |
| 10 | A (By Manual Means ) | 23.44 | Cum | 4,915.36 | ₹1,15,216.04 |
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