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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAccepted-AOC VILL SHIBCHANDRAPUR PO KASHIPUR PS REJINAGAR DIST MURSHIDABAD | MURSHIDABAD | WEST BENGAL | 700023 | ₹4.5 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹4.5 LRejected-Finance AT BENJTABANI P O BAIDYANATHPUR DIST BANKURA PIN 722140 | BANKURA | WEST BENGAL | 722140 | ₹4.5 L | L2 | Rejected-Finance Rate quoted above Lowest bidder |
| 3 | L3₹4.5 LRejected-Finance NUTANCHATI BANKURA 722101 | BANKURA | BANKURA | WEST BENGAL | 722101 | ₹4.5 L | L3 | Rejected-Finance Rate quoted above Lowest bidder |
| 4 | Rejected-Technical VILL DON BOSCO NAGAR PO BOALIADANGA PS BERHAMPORE DIST MURSHIDABAD PIN 742102 WEST BENGAL | BERHAMPORE | MURSHIDABAD | WEST BENGAL | 742102 | - | - | Rejected-Technical Non responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
Tender Value
₹4.5 L
EMD Value
₹8,926
Closing Date
3 Jun 2026, 2:00 pmClosed
Executive Engineer (AM)
OFFICE OF THE EXECUTIVE ENGINEER (AGRI - MECHANICAL) BANKURA (AGRI - MECHANICAL) DIVISION,
Development and Laying of underground existing UPVC Pipeline at a depth of 2Mtr from below ground level at of Barjora Farm Govt owned RLI Dist Bankura under Bankura-I(A-M) Sub-Division under Bankura(A-M)Division under Deposit Work Program 2026-27
2026_WRDD_1025140_1
WBWRIDDEEAM/BANeNIT1/D-W/26-27
Open Tender
CIVIL WORKS
Percentage
45 days
EE AM BANKURA AM DIV
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,926
29 Jun 2026
26 May 2026
5 Jun 2026
26 May 2026
3 Jun 2026
26 May 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 | MATERIAL Rigid P.V.C. pipes with one loose coupler for every 6.0 mtr. Length and solvent cement accordingly to technical specification as per I.S.No. 4985/2000 with latest amendments and duly I.S.I. certification marked & CIPET tested. 315 mm.dia Class-I (0.25 MPA) with Coupler | 60 | Mtr. | 1,529 | ₹91,740 |
| 2 | Rigid P.V.C. Accessories of Class-II (0.4 MPA) according to Technical specification as per relevant IS Code with latest amendment & duly I.S.I. certification marked & CIPET tested. 315 mm.dia F.T.P. with Metallic flange | 4 | NOS | 4,594 | ₹18,376 |
| 3 | 315 mm.dia Extra Coupler | 4 | Nos. | 1,186 | ₹4,744 |
| 4 | Solvent cement conforming to I.S. No. 14128/94 with latest amendments, Medium Bodies. | 5 | Ltr. | 425 | ₹2,125 |
| 5 | Rubber Insertion, duly, reinforced 5 mm.thick 2 plies as per I.S.No.-6392 with latest amendments.300 mm.dia (Table-17) | 6 | Nos. | 327 | ₹1,962 |
| 6 | Febrication, supply and transport of 300 mm dia GALVANIZED MILD STEEL Z bend,average length 2 mtr, both end ISI marked flanged of size 300 mm NB, 5.00 mm thick M.S. ERW pipe and 300 mm dia MS plate flanged 12 mm thick with 12 nos drilled hole equally spaced fitting and fixing by running welding with painting complete as per direction of EIC .Galvanization: The materials are to be hot dip galvanisedas per IS 4736-1986 only after complete fabrication of materials. No welding is allowed after fabrication. All the materials are to be fabricated as per drawing. Minimum galvanisation coating thickness should be 80micron | 2 | Set | 19,995 | ₹39,990 |
| 7 | M.S. Hexagonal Head Bolts & Nuts conforming to IS-1363 (Part-I) 1992 product grade - C with latest ammedments for boths IS-1363 (Part-3) / 1992 of product grade C with latest ammendments for nuts properties / class for bolt 4.62 nuts for 4.5.
M 16 X 80 mm | 15 | Kg. | 181 | ₹2,715 |
| 8 | WATER TRANSMISSION ARRANGEMENT
Earthwork in excavation of field trenches as per designed section & alignment for laying of pipe lines(PVC,RCC,ACP etc.) upto a depth of 1500 mm in all sorts of soil including removing, spreading or stacking extra earth as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom as required complete | - | m3 | 99.01 | - |
| 9 | Laying of P.v.C. pipes of different diameters within field trenches in curve /straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge
b) 315 mm dia | - | M | 11.32 | - |
| 10 | Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete. (payment will be made on the basis of measurement of finished quantity of work) | 0.8 | m3 | 66.01 | ₹52.74 |
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