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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59,777.59Accepted-Finance | L1 | Accepted-Finance L1 Bidder. | |
| 2 | L2₹76,389.57+₹16,611.98 (27.8%)Rejected-Finance | L2 | Rejected-Finance Not L1 Bidder. | |
| 3 | L3₹79,226.39+₹19,448.80 (32.5%)Rejected-Finance | L3 | Rejected-Finance Not L1 Bidder. | |
| 4 | L4₹99,646.35+₹39,868.76 (66.7%)Rejected-Finance | L4 | Rejected-Finance Not L1 Bidder. | |
| 5 | L5₹99,953.04+₹40,175.45 (67.2%)Rejected-Finance | L5 | Rejected-Finance Not L1 Bidder. |
Tender Value
₹2.6 L
EMD Value
₹5,111
Closing Date
25 Jun 2026, 4:30 pmClosed
ASSISTANT ENGINEER,PWD,BKPSD-I
Mangal Pandey Uddyan Gandhi Ghat Barrackpore
Construction of proposed RCC Over Head Reservoir and allied works in the premises of Westinghouse Saxby Farmer Ltd., Titagarh under Barrackpore Division, P.W.Dte in the district of North 24 Parganas during the year 2026-27-Sub-soil investigation.
2026_WBPWD_5015550_1
WBPWD/AE/BKPSD-I/NIeT-12/26-27
Open Tender
CIVIL WORKS
Percentage
15 days
BARRACKPORE
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,111
1 Sept 2026
15 Jun 2026
29 Jun 2026
15 Jun 2026
25 Jun 2026
15 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 | GST % |
|---|---|---|---|---|---|---|
| 1 | BUILDING WORKS Mobilisation charges of all tools & plants along with accessories, material, labour, supervision etc. at site of work, required in connection with boring and testing work, including setting upboring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge. b) Detailed Investigation Payment will be made after successful completion of work. | - | LS | 25,000 | - | - |
| 2 | Labour for making Bore-holes of 150mm to 250mm dia. By any standard method to any depth below ground level/bed level in all kinds of soil like clay, silt. Sand. Stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and clause 2400 of specifications for Road & Bridge Works (5th revision ). Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge . b) When drilling mud "Bentonite of suitable consistency" is used to prevent collapse of bore hole. (i) Depth 0m to 10m | - | Mtr | 290 | - | - |
| 2.1 | (ii) Depth greater than 10m and upto 20m | - | Mtr | 350 | - | - |
| 2.2 | (iii) Depth greater than 20m and upto 30m | - | Mtr | 420 | - | - |
| 3 | A. Laboratory Investigation:
i) Liquid Limit as per Is 2720 (Part-v) | - | Each | 350 | - | - |
| 4 | ii) Plastic Limit as per IS 2720 (Part-v) | - | Each | 350 | - | - |
| 5 | iii)Grain size analysis by Sieving as per IS 2720 (Part-IV). | - | Each | 530 | - | - |
| 6 | iv)Grain size analysis by Sieving Hydrometer Method as per IS 2720 (Part-IV). | - | Each | 690 | - | - |
| 7 | v) Determination of Water Content as per IS 2720 (Part-II). | - | Each | 140 | - | - |
| 8 | vi) Determination of Specific Gravity as per IS 2720 (Part-III). | - | Each | 460 | - | - |
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