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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 LAccepted-AOC 15 RAMCHAND DEY STREET NARENDRAPUR KOLKATA 700103 | KOLKATA | 24 PARAGANAS SOUTH | WEST BENGAL | 700103 | ₹1.1 L | L1 | Accepted-AOC 1ST LOWEST |
| 2 | L2₹1.1 LRejected-Finance RANJAPUR PASHPUR JANGIPARA HOOGHLY PIN NO 712408 WEST BENGAL | JANGIPARA | HOOGHLY | WEST BENGAL | 712408 | ₹1.1 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹1.2 LRejected-Finance NONA ULUBERIA HOWRAH 711315 | ULUBERIA | HOWRAH | WEST BENGAL | 711315 | ₹1.2 L | L3 | Rejected-Finance 3RD LOWEST |
| 4 | L4₹1.3 LRejected-Finance | ₹1.3 L | L4 | Rejected-Finance 4TH LOWEST |
| 5 | L5₹1.4 LRejected-Finance 86 HARIDAS DUTTA ROAD JAYNAGAR DIST SOUTH 24 PARGANAS PIN 743337 | 24 PARAGANAS SOUTH | WEST BENGAL | 743337 | ₹1.4 L | L5 | Rejected-Finance 5TH LOWEST |
Tender Value
₹3.6 L
EMD Value
₹7,296
Closing Date
29 May 2026, 2:00 pmClosed
SDO/MISD
Office of the Sub-Divisional Officer Mundeswari Irrigation Sub-Division
SUB SOIL INVESTIGATION IN CONNECTION WITH THE CONSTRUCTION OF STRUCTURES AT BHADRESWAR KHAL, PUNADHARA KHAL, GAYEN PARA FIELD CHANNEL, KULIA DRAINAGE CHANNEL AT RIGHT BANK OF HURHURAH KHAL OR KATAKHAL WITHIN BLOCK AMTA II, DIST. HWH
2026_IWD_1024565_3
WBIW/ SDO/MISD/e-NIT-01/2026-27
Open Tender
CIVIL WORKS
Percentage
10 days
AMTA II
PLEASE REFER TO TENDER
8 documents required · 8 mandatory
₹7,296
Yes
2 Jul 2026
19 May 2026
29 May 2026
19 May 2026
29 May 2026
19 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 |
|---|---|---|---|---|---|
| 1Mobilisation 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. | |||||
| 1.01 | Detailed Investigation | - | L.S | - | - |
| 2Carriage 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. | |||||
| 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.
a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn)
Depth 0 m to 10m | - | Mtr | 1 | - |
| 4 | Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131
i)0.0 m - 10.0 m | - | each | 1 | - |
| 5 | Collection of Samples from the bore hole made as per item 3
(a) Undisturbed | - | per sample | 1 | - |
| 6.01 | Laboratory Investigation:
Liquid Limit as per IS 2720 (Part – V). | - | each | 1 | - |
| 6.02 | Plastic Limit as per IS 2720 (Part – V) | - | each | 1 | - |
| 6.03 | Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). | - | each | - | - |
| 6.04 | Determination of Specific Gravity as per IS 2720
(Part – III). | - | each | - | - |
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