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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹7.7 L+₹7,734.27 (1.02%)Rejected-Finance | ₹7.7 L+₹7,734.27 (1.02%) | L2 | Rejected-Finance NOT L1 BIDDER |
| 3 | L3₹7.7 L+₹10,595.94 (1.39%)Rejected-Finance | ₹7.7 L+₹10,595.94 (1.39%) | L3 | Rejected-Finance NOT L1 BIDDER |
| 4 | L4₹7.7 L+₹10,905.32 (1.43%)Rejected-Finance 7 46 UNITED ENGINEERING CO AGRASAIN STREET LILUAH HOWRAH HOWRAH WEST BENGAL 711204 | HOWRAH | WEST BENGAL | 711204 | ₹7.7 L+₹10,905.32 (1.43%) | L4 | Rejected-Finance NOT L1 BIDDER |
| 5 | L5₹7.7 L+₹11,446.71 (1.50%)Rejected-Finance VILL P O NATUNGRAM P S KANDI DIST MURSHIDABAD | KOLKATA | WEST BENGAL | 700023 | ₹7.7 L+₹11,446.71 (1.50%) | L5 | Rejected-Finance NOT L1 BIDDER |
Tender Value
₹7.7 L
EMD Value
₹15,469
Closing Date
17 Feb 2026, 2:00 pmClosed
EE/MSCD,BOLPUR,BIRBHUM
Office of the Executive Engineer, Mayurakshi South Canals Division, Santiniketan, Birbhum
Repairing of damaged drainage pipe over Kuye Babla Right embankment near village Banamalipur, G.P Talgram, Block Baratpur - I under Mayurakshi South Canals Division
2026_IWD_998573_4
WBIW/EE/MSCD/ NIT- 13(e) /2025-26
Open Tender
CIVIL WORKS
Percentage
60 days
Bharatpur
Please refer Tender documents.
8 documents required · 8 mandatory
₹15,469
Yes
12 Aug 2026
3 Feb 2026
18 Feb 2026
3 Feb 2026
17 Feb 2026
3 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 |
|---|---|---|---|---|---|
| 1 | 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 1,500 mm | 96 | %Cum | 14,214.6 | ₹13,64,601.6 |
| 1.1 | (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring | 186 | %Cum | 22,927.85 | ₹42,64,580.1 |
| 1.2 | (c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary. | 192 | %Cum | 27,971.55 | ₹53,70,537.6 |
| 2 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (E) 900 mm dia | 27.5 | Mtr. | 5,262.51 | ₹1,44,719.03 |
| 3 | Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete. (a) 1 no. extra lift | 60 | Each | 139.44 | ₹8,366.4 |
| 4 | Labour charges for dumping and placing in position properly filled in Nylon crates with filled in HDPE bags (minimum 21 nos.) with local earth or sand, sewing and tying the crate with nylon wire within a lead of 150 m. and all lifts in river slope or bed by cutting trenches upto 50 cms depth, if necessary, or by boat including cost of hire charges of boat, boatmen and other necessary equipments and also including cost of bags, carriage and charge of filling bags with earth / sand but excluding cost of nylon crate as per direction of the Engineer – in – Charge.
NB:- Volume of each earth/ sand filled bags should not be less than 0.0328 m3.
Size of Nylon crate is 1metre X 1metre X 1metre.
(a) Where boats are not necessary. | 60 | Each | 834.78 | ₹50,086.8 |
| 5 | Supplying at site High Density Polyethylene (HDPE) bag of size 0.84 m x 0.38 m conforming to BIS : 14252 : 2015 for bank protective works including all cost of cost of transportation on road by all means,including other incidental charges complete.
Note: Payment will be made subject to the result of 3rd Party Testing, to be done by the Engineer-in-charge departmentally. Paragraphs 2.8 including the sub-paragraphs, i.e. 2.8.1 and 2.8.2 under the Chapter of “Specification for Works” in the USoR shall be reproduced and included in the tender document as “Specification and Special Terms & Conditions for High Density Polyethylene (HDPE) Bags” in case of use of this item in the estimate.” | 302 | Each | 27.41 | ₹8,277.82 |
| 6 | Labour charges for filling HDPE bags with filler materials (earth/sand), machine stitching the open end of the bag with thread as per design and placing the same on slope or dumping from bank within initial lead of 30m and all lifts including carriage and hire charges of all materials and equipments but excluding the cost of filler materials as directed by Engineer-in-Charge (Volume of earth/sand filled bag should not be less than 0.0328 cum). | 302 | Each | 13.11 | ₹3,959.22 |
| 7 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg). | 64 | Each | 7.15 | ₹457.6 |
| 8 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag | 64 | Each | 7.15 | ₹457.6 |
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