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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 CrAccepted-AOC VISHWANATHPUR DUMRA VISHWANATHPUR DUMRA VISHWANATHPUR DUMRA WARD NO 02 VISHWANATHPUR DUMRA SITAMARHI BIHAR 843302 | SITAMARHI | BIHAR | 843302 | L1 | Accepted-AOC agreement done | |
| 2 | L2₹11.2 Cr+₹42.8 L (3.99%)Rejected-Finance | L2 | Rejected-Finance Due TO L2 | |
| 3 | L3₹11.7 Cr+₹92.8 L (8.65%)Rejected-Finance N A | L3 | Rejected-Finance Due TO L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical AS PER CMBD |
Tender Value
₹11.4 Cr
EMD Value
₹21.4 L
Closing Date
15 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Engineer-in-Chief RWD PATNA
Rural Works Department, Bihar 5th floor, Visvesvaraya Bhawan, Nehru Path, Patna-800015
AWSESH-GEN-Sitamarhi-281
2025_RWD_142794_1
AWSESH-GEN-Sitamarhi-281
Open Tender
CIVIL
Percentage
365 days
Sitamarhi
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹21.4 L
20 Feb 2026
7 Jul 2025
15 Jul 2025
7 Jul 2025
15 Jul 2025
7 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 | NEAR RAMSAGAR ROY HOUSE TO HARIHARPUR PACHHIYARI TOLA | - | - | - | - |
| 2 | 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 | 16 | No. | 3,247.43 | ₹51,958.88 |
| 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 | 0.72 | Hec | 75,360.38 | ₹54,334.83 |
| 4 | Box Cutting
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 | 46.5 | Cum | 115.85 | ₹5,387.03 |
| 5 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 66 | Cum | 1,751.25 | ₹1,15,582.5 |
| 6 | 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). | 46.5 | Cum | 58.58 | ₹2,723.97 |
| 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 @ 20 % | 821.26 | Cum | 264.49 | ₹2,17,215.59 |
| 8 | For 100 m lead @ 80% | 3,285.05 | Cum | 174.18 | ₹5,72,189.66 |
| 9 | Construction of Subgrade and Earthen Shoulders
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). | 4,866.13 | Cum | 267.76 | ₹13,02,954.97 |
| 10 | Granular Sub-base with Well Graded Material (Table 400.1)
(By mix in place method) For Grading II Material
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. | 736.29 | Cum | 2,640.47 | ₹19,44,151.66 |
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