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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical NOT SPECIFIED | NEW DELHI | DELHI | 110001 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹48.7 L
EMD Value
₹98,000
Closing Date
29 Jul 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE DARBHANGA-01 RWD
O/O E E ,Rural Works Department,Work Division-Darbhanga-01
TO2 GODHWARA TO KACHACHARI TOLA
2026_RWD_148730_1
MMGSY(SC)-26-27-DARBHANGA-01
Open Tender
CIVIL
Percentage
275 days
DARBHANGA-01
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹98,000
5 Nov 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
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 | T02 GODDWARA TO KACHAHARI TOLA | - | - | - | - |
| 2 | Setting Out
Setting Out as MORD Specification 100 Item Nos (i), (ii), (iii) & (iv) Construction of Reference & Working Benchmarks | 1 | nos | 4,665.59 | ₹4,665.59 |
| 3 | Construction of Reference Pillars/Burjees | 2 | nos | 2,182.03 | ₹4,364.06 |
| 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.
By Manual Means | 0.18 | Hect. | 75,360.38 | ₹13,564.87 |
| 5 | 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 | 19.95 | Cum | 96.35 | ₹1,922.18 |
| 6 | 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 . For 1000 m lead @ 30 % | 239.97 | Cum | 241.32 | ₹57,909.56 |
| 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 . For 100 m lead @ 70 % | 559.93 | Cum | 171.83 | ₹96,212.77 |
| 8 | 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. | 254.17 | Cum | 244.59 | ₹62,167.44 |
| 9 | Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Sand), 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401. Grading I Material. | 50.55 | Cum | 3,640.47 | ₹1,84,025.76 |
| 10 | 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.
(A) By Mechanical Means | 82.38 | Cum | 4,995.94 | ₹4,11,565.54 |
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