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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-Finance | L1 | Accepted-Finance LOWEST BIDDER | |
| 2 | L2₹3.8 L+₹20,054.26 (5.51%)Rejected-Finance | L2 | Rejected-Finance 2ND LOWEST BIDDER | |
| 3 | L3₹4.1 L+₹49,179.20 (13.5%)Rejected-Finance | L3 | Rejected-Finance 3RD LOWEST BIDDER | |
| 4 | L4₹4.9 L+₹1.3 L (35.6%)Rejected-Finance | L4 | Rejected-Finance 4TH LOWEST BIDDER | |
| 5 | L5₹5.8 L+₹2.2 L (59.3%)Rejected-Finance | L5 | Rejected-Finance 5TH LOWEST BIDDER |
Tender Value
₹6.2 L
EMD Value
₹12,341
Closing Date
29 Jun 2026, 6:00 pmClosed
Executive Engineer PWD NBCD
O/O THE EXECUTIVE ENGINEER P.W.D., NORTH BENGAL CONSTRUCTION DIVISION, HILL CART ROAD, SILIGURI, 734001
Geotechnical Sub Soil investigation for the proposed Construction of New Court Building in Siliguri under North Bengal Construction Division, PWD, Siliguri in the district of Darjeeling.
2026_WBPWD_5015552_1
WB/PWD/EE/NBCD/NIT/04/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
Siliguri
Please refer to Tender documents
8 documents required · 8 mandatory
₹12,341
Yes
24 Jul 2026
18 Jun 2026
2 Jul 2026
18 Jun 2026
29 Jun 2026
18 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 |
|---|---|---|---|---|---|
| 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 | - | LS | 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. | - | LS | 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 20m | - | Mtr | 400 | - |
| 4 | B Field Investigation: iii) Collection of Samples from the bore hole
made as per B-a (a)Undisturbed | - | per sample | 350 | - |
| 4.01 | vi) Standard Penetration Tests (S.P.T.) by Split
Spoon Sampler in the bore hole as per IS
2131. (i)0.0m - 10.0m | - | Each | 350 | - |
| 4.02 | (ii)10.0m-20.0m | - | Each | 460 | - |
| 4.03 | (iii)20.0m-30.0m | - | Each | 570 | - |
| 4.04 | xiii) Load Tests of Soils (Loading arrangement
shallbe done by the client) as per IS 1888. | - | per Test | 6,910 | - |
| 4.05 | A. Laboratory Investigation: i) Liquid Limit as per IS 2720 (Part – V). | - | Each | 350 | - |
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