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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57,333Accepted-AOC 327 1 1 T N MUKHERJEE ROAD MAKHLA P O RAGHUNATHPUR P S UTTARPARA DIST HOOGHLY PIN 712247 | MAKHLA | HOOGHLY | WEST BENGAL | 712247 | ₹57,333 | L1 | Accepted-AOC 1ST LOWEST |
| 2 | L2₹95,923+₹38,590 (67.3%)Rejected-Finance 722 NETAJI BLOCK P O CHOWHATI P S SONARPUR DIST SOUTH 24 PARGANAS PIN 700149 | SONARPUR | SOUTH 24 PARGANAS | WEST BENGAL | 700149 | ₹95,923+₹38,590 (67.3%) | L2 | Rejected-Finance 2ND LOWEST BIDDER |
| 3 | L3₹1.3 L+₹74,974 (130.8%)Rejected-Finance 86 HARIDAS DUTTA ROAD JAYNAGAR DIST SOUTH 24 PARGANAS PIN 743337 | 24 PARAGANAS SOUTH | WEST BENGAL | 743337 | ₹1.3 L+₹74,974 (130.8%) | L3 | Rejected-Finance 3RD LOWEST BIDDER |
Tender Value
₹1.6 L
EMD Value
₹3,150
Closing Date
25 May 2026, 6:00 pmClosed
EE/CID/PURBA MEDINIPUR
EE/CID/PURBA MEDINIPUR
Geotechnical investigation for construction for proposed Sluice at Soula(5 vent) over Panipia Khal in Block-Contai-I,P.S.-Contai,Dist-Purba Medinipur. (3rd Call)
2026_IWD_1024300_19
WBIW/EE/CID/e-NIT-02/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
Contai-I
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,150
16 Sept 2026
18 May 2026
28 May 2026
18 May 2026
25 May 2026
18 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 | 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 up boring 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 | 1 | L.S | 29,795 | ₹29,795 |
| 2 | Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation.
Note- Some samples are to be kept at Sub-Division Office for Additional testing By the Engineer-in-Charge | 1 | L.S | 1,906.88 | ₹1,906.88 |
| 3 | 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
2 x10 = 20 m. | 20 | Metre | 405.21 | ₹8,104.2 |
| 3.01 | (ii) Depth greater than 10m and upto 20m
2 x5 = 10 m. | 10 | Metre | 476.72 | ₹4,767.2 |
| 3.02 | B) Extra for boring in water (1.2 m and higher depth) | 2 | No. | 12,716.51 | ₹25,433.02 |
| 4 | Laboratory Investigation
i) Liquid Limit as per IS 2720 (Part – V). | 8 | Each | 417.13 | ₹3,337.04 |
| 4.01 | ii) Plastic Limit as per IS 2720 (Part – V) | 8 | Each | 417.13 | ₹3,337.04 |
| 4.02 | iii) Grain size analysis by Sieving as per IS 2720 (Part – IV). | 8 | Each | 631.65 | ₹5,053.2 |
| 4.03 | iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). | 8 | Each | 822.34 | ₹6,578.72 |
| 4.04 | v) Determination of Water Content as per IS 2720 (Part – II). | 8 | Each | 166.85 | ₹1,334.8 |
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