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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC | L1 | Accepted-AOC lower bid value | |
| 2 | L2₹4.7 L+₹23,062.78 (5.21%)Rejected-Finance | L2 | Rejected-Finance HIGHER BID VALUE | |
| 3 | L3₹4.7 L+₹27,497.93 (6.21%)Rejected-Finance N A | FARIDABAD | HARYANA | 121004 | L3 | Rejected-Finance HIGHER BID VALUE |
Tender Value
₹4.4 L
EMD Value
₹8,870
Closing Date
24 Aug 2026, 2:00 pmClosed
ASSISTANT ENGINEER RAIGANJ HIGHWAY SUB DIVISION
OFFICE OF THE ASSISTANT ENGINEER RAIGANJ HIGHWAY SUB DIVISION RAIGANJ UTTAR DINAJPUR 733134
Emergent restoration of rain damages of embankment and flank protection of Vendabari to Mahapukur Road from 1.50 km to 5.50 km in stretches under Uttar Dinajpur Highway Division in the District of Uttar Dinajpur
2026_WBPWD_5018233_2
AE/KQCSD/WB/PWRD/NIT03_2026_27
Open Tender
CIVIL WORKS
Percentage
15 days
RAIGANJ
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,870
Yes
25 Sept 2026
14 Aug 2026
27 Aug 2026
14 Aug 2026
24 Aug 2026
14 Aug 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201) Complete Rate. By Mechanical Means.3.II (A), In area of light jungle. | 0.6 | Hect. | 50,633.31 | ₹30,379.99 |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference MoRT&H's specification clause 305). | 237.62 | Cum | 168.17 | ₹39,960.56 |
| 3 | Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (emptv bitumen drums) fitted and fixed with a lap width of 100 mm at each joint. complete as per direction including the cost of drum sheets and including the cost of nails, wires etc. (i) With bamboos of length upto 2.00m | 34 | m | 531.26 | ₹18,062.84 |
| 4 | Supplying empty Cement bags in good condition and filling the same with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete. | 284 | Nos | 26.1 | ₹7,412.4 |
| 5 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road
& Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening. | 101.5 | Cum | 2,759.05 | ₹2,80,043.58 |
| 6 | Add GST @ 18% | - | % | 18 | - |
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