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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.7 L+₹258 (0.15%)Rejected-AOC MAIN ROAD WAKO NO 6 DINHATA 736135 | DINHATA | COOCH BEHAR | WEST BENGAL | 736135 | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.7 L+₹516 (0.30%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.7 L
EMD Value
₹3,439
Closing Date
17 Jun 2026, 2:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, PWD, DINHATA SUB DIVISION MAIN ROAD, DINHATA, PIN- 736135
Repairing and Restoration of damaged road of Dhapramore to Dhaprahat Bazar road at 1.10 km chainage under PWD Dinhata Sub - division under PWD Cooch Behar Division in the district of Cooch Behar.
2026_WBPWD_5014987_1
01 OF 2026-2027 AE DINHATA
Open Tender
CIVIL WORKS
Percentage
14 days
Dinhata
Please refer to tender document
5 documents required · 5 mandatory
₹3,439
Yes
7 Jul 2026
9 Jun 2026
19 Jun 2026
9 Jun 2026
17 Jun 2026
9 Jun 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 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials. | - | cum | 1,783.06 | - |
| 2 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary | - | cum | 999.43 | - |
| 3 | Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (ii) With bamboos of length above 2.00m and upto 2.50m | - | Mtr | 517 | - |
| 4 | Supplying empty Cement bags in good condition Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags | - | Each | 14.81 | - |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) | - | cum | 258.39 | - |
| 6 | ADD GST @ 18.00% ON SUM OF AMOUNT Sl-01 to SL-05 | - | GST | 0.18 | - |
| 7 | ADD Cess @ 1.00% ON SUM OF AMOUNT Sl-01 to SL 06 | - | Cess | 0.01 | - |
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