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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.3 CrAdmitted-Finance | -6.30% | ₹9.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.8 Cr+₹59.7 L (6.46%)Admitted-Finance ANDHERI CHOWKY C D BARFIWALA ROAD ANDHERI W IN BEAT NO 67 K WEST WARD | MUMBAI SUBURBAN | MAHARASHTRA | 400010 | -0.25% | ₹9.8 Cr+₹59.7 L (6.46%) | L2 | Admitted-Finance |
| 3 | L3₹9.9 Cr+₹61.7 L (6.67%)Admitted-Finance NAGAR PARISHAD VIDYAPURI WARD NO 2 SUPAUL | SUPAUL | BIHAR | 813102 | -0.05% | ₹9.9 Cr+₹61.7 L (6.67%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical AT BHURA PATHRAGORDHI PO BHURA TRIVENIGANJ DIST SUPAUL PIN 852139 | SUPAUL | BIHAR | 852139 | - | - | - | Rejected-Technical AS PER CMBD |
Tender Value
₹9.9 Cr
EMD Value
₹19.7 L
Closing Date
31 Jul 2025, 3:00 pmClosed
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
(AWSESH-GEN)-Supaul-298
2025_RWD_143185_1
(AWSESH-GEN)-Supaul-298
Open Tender
CIVIL
Percentage
365 days
Supaul
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹19.7 L
5 May 2026
26 Jul 2025
31 Jul 2025
26 Jul 2025
31 Jul 2025
26 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 | DUBIYAHI TILA TO EAST KOSHI BANDH | - | - | - | - |
| 2 | 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 | 1.85 | Km | 20,857.48 | ₹38,586.34 |
| 3 | 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 | 0.65 | Ha | 75,360.38 | ₹48,984.25 |
| 4 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 52.5 | Cum | 186.45 | ₹9,788.63 |
| 5 | Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess). | 31.5 | Cum | 58.58 | ₹1,845.27 |
| 6 | 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 (Including Royality & Labour Cess). | 52.5 | Cum | 96.35 | ₹5,058.38 |
| 7 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess). For 1000 m lead | 232.38 | Cum | 241.28 | ₹56,068.65 |
| 8 | For 100 m lead | 2,332.21 | Cum | 167.74 | ₹3,91,204.91 |
| 9 | 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. (Including Royality & Labour Cess). | 4,541.55 | Cum | 244.55 | ₹11,10,636.05 |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. | 741.4 | cum | 2,665.72 | ₹19,76,364.81 |
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