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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical 86 HARIDAS DUTTA ROAD JAYNAGAR DIST SOUTH 24 PARGANAS PIN 743337 | 24 PARAGANAS SOUTH | WEST BENGAL | 743337 | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical 327 1 1 T N MUKHERJEE ROAD MAKHLA P O RAGHUNATHPUR P S UTTARPARA DIST HOOGHLY PIN 712247 | MAKHLA | HOOGHLY | WEST BENGAL | 712247 | Admitted-Fee/PreQual/Technical |
Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
10 Oct 2026, 11:45 amClosed
AE Asansol Construction Subdivision pwd
ASSISTANT ENGINEER, ASANSOL CONSTRUCTION SUB DIVISION, P.W.D.
Procurement of service for Topographical survey and Geotechnical sub soil investigation for construction of proposed Rupnarayanpur Fire Station Building within the District of Paschim Bardhaman.
2026_WBPWD_5076840_1
e-NIQ No-04 Of 2026-27 OF AE/PWD/ACSD
Open Tender
CIVIL WORKS
Item Rate
Rupnarayanpur
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Yes
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
10 Oct 2026
2 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Sub soil investigation in any type o soil including mobilization, boring, relevant field and laboratory testing (as per relevant IS Codes o practice and as per direction of the Engineer-in-Charge) with submission of reports in 6 copies including CD of still photographs & video of each site etc. all complete containing the recommendation of foundation. (both shallow and deep foundation).
For soil boring following tests to be conducted:
(i) Grain size analysis (sieve and Hydrometer).
(ii) Atterberg Limits (LL, PL).
(iii) Dry Bulk Density.
(iv) Moisture Content.
(v) Specific Gravity.
(vi) Triaxial Test (Direct Shear Test)
(vii) Unconfined Compression Test.
(viii) Consolidation test. | 20 | Per Meter Length | - | - |
| 2 | Rock drilling.
The following tests to be conducted:
(i) Uniaxial compressive strength.
(ii) Density.
(iii) Specific Gravity.
(iv) Moisture content. | 20 | Per Meter Length | - | - |
| 3 | Topographical survey & levelling including contour mapping using ATS Machine including plotting of the existing features in the area to be surveyed following latest relevant IS Codes of practice and submission of drawings in 6 nos. hard copies and one soft copy including identification of utility services and maintaining the accuracy level as per IS Code along with CD of still photographs & video of each site. | 5,000 | SqM | - | - |
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