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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46,148Accepted-AOC 327 1 1 T N MUKHERJEE ROAD MAKHLA P O RAGHUNATHPUR P S UTTARPARA DIST HOOGHLY PIN 712247 | MAKHLA | HOOGHLY | WEST BENGAL | 712247 | ₹46,148 Quoted ₹46,147.83 | L1 | Accepted-AOC Lowest Bidder. |
| 2 | L2₹54,661.16+₹8,513.33 (18.4%)Rejected-Finance 86 HARIDAS DUTTA ROAD JAYNAGAR DIST SOUTH 24 PARGANAS PIN 743337 | 24 PARAGANAS SOUTH | WEST BENGAL | 743337 | ₹54,661.16+₹8,513.33 (18.4%) | L2 | Rejected-Finance - |
| 3 | L3₹82,851.99+₹36,704.16 (79.5%)Rejected-Finance | ₹82,851.99+₹36,704.16 (79.5%) | L3 | Rejected-Finance - |
| 4 | L4₹1.0 L+₹57,095.36 (123.7%)Rejected-Finance | ₹1.0 L+₹57,095.36 (123.7%) | L4 | Rejected-Finance - |
Tender Value
₹1.3 L
EMD Value
₹2,549
Closing Date
25 Mar 2026, 11:00 amClosed
Executive Enginer
P.O. N.S.S.,KALYANI, NADIA, Pin. 741251
Soil Investigation for preparation of DPR for proposed construction of two storied new Office building of B.L. and L.R.O., Kalyani with provision of four storied foundation at Kalyani, Nadia
2026_PWD_1021572_1
WBPWD/AE/KCSD/eNIT4/S1C3/25-26
Open Tender
CIVIL WORKS
Percentage
10 days
Kalyani
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,549
31 Aug 2026
12 Mar 2026
30 Mar 2026
16 Mar 2026
25 Mar 2026
18 Mar 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, materials, labour, supervision etc. at site of work-reqd in connection with boring & testing work incl. setting up boring rig & shifting to different borehole points etc. etc. & also incl. withdrawal of the same from the site after completion of work, complete as per direction of Eng-ln-ch. (b) Detailed Investigation : | - | Each | 25,000 | - |
| 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. (b) Detailed Investigation : | - | Each | 1,600 | - |
| 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) (i) Depth 0m to 10m | - | Mtr | 340 | - |
| 3.01 | (ii) Depth greater than 10m and upto 15m | - | Mtr | 400 | - |
| 4 | No.of Laboratory Investigation: (i) Depth 0m to 10m Depth 10m to 15m A. Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V). | - | Each | 350 | - |
| 4.01 | ii) Plastic Limit as per IS 2720 (Part – V) | - | Each | 350 | - |
| 4.02 | iii) Grain size analysis by Sieving as per IS 2720 (Part – IV). | - | Each | 530 | - |
| 4.03 | iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV). | - | Each | 690 | - |
| 4.04 | v) Determination of Water Content as per IS 2720 (Part – II). | - | Each | 140 | - |
| 4.05 | vi) Determination of Specific Gravity as per IS 2720 (Part – III). | - | Each | 460 | - |
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