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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 CrAccepted-AOC | ₹5.6 Cr | L1 | Accepted-AOC agreement done |
| 2 | L2₹5.6 Cr+₹4.8 L (0.86%)Rejected-Finance LADUGARH PURNEA FORTS JANAKINAGAR | PASHCHIM CHAMPARAN | BIHAR | 845101 | ₹5.6 Cr+₹4.8 L (0.86%) | L2 | Rejected-Finance NOT LOWEST |
| 3 | L3₹6.0 Cr+₹47.6 L (8.55%)Rejected-Finance AMDABAD TO CHAWKIA PAHARPUR VIA BHARAT TOLA | RAJKOT | GUJARAT | 360003 | ₹6.0 Cr+₹47.6 L (8.55%) | L3 | Rejected-Finance NOT LOWEST |
| 4 | L4₹6.2 Cr+₹65.2 L (11.7%)Rejected-Finance | ₹6.2 Cr+₹65.2 L (11.7%) | L4 | Rejected-Finance NOT LOWEST |
| 5 | L5₹6.2 Cr+₹66.4 L (11.9%)Rejected-Finance KATIHAR BIHAR | KATIHAR | BIHAR | 813209 | ₹6.2 Cr+₹66.4 L (11.9%) | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹6.2 Cr
EMD Value
₹12.5 L
Closing Date
28 May 2025, 3:00 pmClosed
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
MMGSY(AWSESH-SC)-DHAMDAHA-124
2025_RWD_141100_1
MMGSY(AWSESH-SC)-DHAMDAHA-124
Open Tender
CIVIL
Percentage
365 days
Dhamdaha
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹12.5 L
15 Dec 2025
21 May 2025
28 May 2025
21 May 2025
28 May 2025
21 May 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 | LAUKHI CHAKLA TO TATMA TOLA RUSTAMPUR | - | - | - | - |
| 2 | Setting Out
Construction of Reference & Working Benchmarks | 0.99 | Km | 4,600.58 | ₹4,554.57 |
| 3 | Construction of Reference Pillars/Burjees | 0.99 | Km | 2,128.37 | ₹2,107.09 |
| 4 | Clearing and Grubbing Road Land
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. | 0.69 | Hect | 75,360.38 | ₹51,998.66 |
| 5 | Construction of Embankment with Material Obtained from Borrow Pits (1000m Lead)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5. | 773.82 | Cum | 241.32 | ₹1,86,738.24 |
| 6 | Construction of Embankment with Material Obtained from Borrow Pits (100m Lead)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5. | 1,805.59 | Cum | 197.12 | ₹3,55,917.9 |
| 7 | Construction of Subgrade
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. | 2,377.12 | Cum | 252 | ₹5,99,034.24 |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and stone dust) 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 | 471.05 | Cum | 2,486.98 | ₹11,71,491.93 |
| 9 | WBM GrII
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means | 197.94 | Cum | 4,905.51 | ₹9,70,996.65 |
| 10 | Wet Mix Macadam
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. | 284.01 | Cum | 3,952.68 | ₹11,22,600.65 |
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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