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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical SAMABAY SARANI LANE HARIHARPUR DHANKOIL P O KALIYAGANJ DIST UTTAR DINAJPUR | DINAJPUR UTTAR | WEST BENGAL | 733123 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical BIMAL SINHA SARANI HAKIMPARA SILIGURI SILIGURI HAKIMPARA DARJEELING WEST BENGAL 734001 | JALPAIGURI | WEST BENGAL | 734001 | Admitted-Fee/PreQual/Technical |
Tender Value
₹2.5 L
EMD Value
₹5,047
Closing Date
6 Jul 2026, 3:00 pmClosed
Superintending Engineer
DG Block, Sector- II, Salt Lake City, Kolkata-700091
Soil Investigation work at the bed of Holong River infront of Aranya Tourism Property, Madarihat
2026_WBTDC_1029759_1
NIT No.01/WBTDCL OF 2026-27 (Technical)
Open Tender
CIVIL WORKS
Percentage
10 days
Aranya Tourism Property
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,047
31 Jul 2026
25 Jun 2026
8 Jul 2026
25 Jun 2026
6 Jul 2026
25 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 | Mobilization charges of all tools and plants with
accessories, materials, labours, supervision etc. at site of
work-required in connection with boring and testing work
including setting up boring and shift to different bore hole
points etc. and also including withdrawal of the same from
the site after completion of work Payment will be made after successful completion of work. | - | L.S | 25,000 | - |
| 2 | Carriageofalldisturbedandundisturbedsamplesfrom
site ofwork to theDivisional Office or elsewhere
including loading andunloading as per direction of
Engineer-In-Charge. | - | L.S | 1,600 | - |
| 3 | Labour for making Bore-Holes of 150mm to 250mm dia. by
any 323it- 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 ithdrawn)
depth Om to 10 m | - | Mtr. | 340 | - |
| 4 | i) Depth greater than 10m and upto 20m | - | Mtr. | 400 | - |
| 5 | Laboratory Investigation:
(i)Liquid Limit as per IS 2720 (Part-V). | - | Each | 350 | - |
| 6 | i) Plastic Limit as per IS 2720 (Part-V) | - | Each | 350 | - |
| 7 | ii) Grain size analysis by Sieving as per IS 2720 (Part-IV). | - | Each | 530 | - |
| 8 | iv) Hydrometer Method as per IS 2720 (Part IV). | - | Each | 690 | - |
| 9 | v) Water Content as per IS-2720 (Part-II | - | Each | 140 | - |
| 10 | vi) Specific Gravity as per IS 2720 (Part-III). | - | Each | 460 | - |
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