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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.5 LAccepted-AOC FALAKATA MADARI ROAD MADARI ROAD 735211 | FALAKATA | ALIPURDUAR | WEST BENGAL | 735211 | 1 | Accepted-AOC l1 | |
| 2 | 2₹11.0 L+₹54,995.89 (5.25%)Rejected-AOC | 2 | Rejected-AOC l2 | |
| 3 | 3₹11.0 L+₹56,308.44 (5.38%)Rejected-AOC 140 1 110 N S C BOSE ROAD REGENT PARK KOLKATA WEST BENGAL 700040 | KOLKATA | KOLKATA | WEST BENGAL | 700040 | 3 | Rejected-AOC l3 | |
| 4 | Rejected-Technical | - | Rejected-Technical The credentials submitted for similar types of civil works for the last seven years submitted by the bidder is not satisfying with any of the three conditions of clause 3(a) of the NIT, so his bid may be cancelled. In view of the above deficiencies, | |
| 5 | Rejected-Technical 53 67 R N GUHA ROAD KOL 28 | - | Rejected-Technical The credentials submitted for similar types of civil works for the last seven years submitted by the bidder is not satisfying with any of the three conditions of clause 3(a) of the NIT, so his bid may be cancelled. |
Tender Value
₹13.1 L
EMD Value
₹26,251
Closing Date
11 Mar 2026, 11:00 amClosed
THE REGIONAL MANAGER WBSEDCL
ROOM NO. 501 AND 504, 5th FLOOR, DOOARSKANYA, ALIPURDUAR 736122
Foundation of 4 Pole structure by Rail pole for Birbiti and Dimdima Rivers Crossing Circuit I and II under Alipurduar Division.
2026_WBSED_1013018_1
RM/ARO/Civil/eTender/25-26/17
Open Tender
Miscellaneous Services
Percentage
120 days
DIMADIMA BRIDGE ETHELBARI
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹26,251
20 Jul 2026
25 Feb 2026
13 Mar 2026
25 Feb 2026
11 Mar 2026
25 Feb 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 |
|---|---|---|---|---|---|
| 1RIVER CROSSING | |||||
| 1.01 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches,levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1500 mm | 210 | CuM | 120.46 | ₹25,296.6 |
| 1.02 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches,levelling, dressing and ramming the bottom, bailing out water as required complete.
(a) Depth of excavation exceeding 1500 mm but not exceeding 3000 mm (No Shoring) | 320 | CuM | 194.31 | ₹62,179.2 |
| 1.03 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)
(a) With earth obtained from excavation of foundation | 240 | CuM | 78.3 | ₹18,792 |
| 1.04 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | - | SqM | 327.25 | - |
| 1.05 | Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety.
In ground floor
(a) 1:3:6 proportion along with Soling beneath | - | CuM | 3,426.91 | - |
| 1.06 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(ii) River Bazree with Steel Shuttering. | - | CuM | 4,792.45 | - |
| 1.07 | Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | - | CuM | 580.75 | - |
| 1.08 | Bailing or pumping out water from foundation trenches | - | CuM | 21.09 | - |
| 1.09 | Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering
in any concrete work | 570 | Sqm | 366.63 | ₹2,08,979.1 |
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