Water Resources and Irrigation Government Departments Closing in 13 days TDR #58463068

Tender For Sub-Soil Investigation In Connection With The Construction Of Proposed Reinforced Cement Concrete Bridge At Chakvedua Paschimpara Near G.P Office, G.P:-Pole-Ii, Block & Ps-Khanakul-I ,Dist-Hooghly, Under Hooghly Irrigation Division

Issued by Government Departments · Hooghly, West Bengal
Tender Value
3.21 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
13 days left
EMD
6432
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Hooghly → West Bengal
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Sub-Soil Investigation In Connection With The Construction Of Proposed Reinforced Cement Concrete Bridge At Chakvedua Paschimpara Near G.P Office, G.P:-Pole-Ii, Block & Ps-Khanakul-I ,Dist-Hooghly, Under Hooghly Irrigation Division

BOQ

Name of Work:- SUB-SOIL INVESTIGATION IN CONNECTION WITH THE CONSTRUCTION OF PROPOSED RCC BRIDGE AT CHAKVEDUA PASCHIMPARA NEAR G.P OFFICE, G.P:-POLE-II, BLOCK & PS-KHANAKUL-I ,DIST-HOOGHLY, UNDER HOOGHLY IRRIGATION DIVISION
Sl. No. Item Description
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 andshifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction ofEngineer-in-Charge.
2Detailed Investigation
3Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhereincluding 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.
4Labour 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
5Depth greater than 10 m and upto 20 m
6Depth greater than 20m and upto 30m
7Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131 i)0.0 m - 10.0 m
8(ii)10.0 m - 20.0 m
9(iii)20.0 m - 30.0 m
10Collection of Samples from the bore hole made as per item 3(a) Undisturbed
11Laboratory Investigation: Liquid Limit as per IS 2720 (Part – V).
12Plastic Limit as per IS 2720 (Part – V)
13Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
14Determination of Specific Gravity as per IS 2720(Part – III).
15Direct Shear Test as per IS 2720 (Part – XIII).
16Determination of Unconfined CompressionStrength as per IS 2720 (Part – X).a) Undisturbed.
17Determination of Consolidation Properties as per IS 2720 (Part – XIV).
18Tri-Axial Shear Test.a) Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axialcompression without measurement of pore water pressure as per IS 2720 (Part – XI).
19Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Bore log and water table, test results, calculations, discussions, suggestions and recommendations in respect of suitable foundation etc. including determination of silt factor calculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge.b) Detailed Investigation Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58463068
AUTHORITY Government Departments
TENDER VALUE 3.21 Lakhs
LAST DATE 25-11-2026
Authority
Authority Name Irrigation And Waterways Department
Work Description Tender for Sub-Soil Investigation In Connection With The Construction Of Proposed Reinforced Cement Concrete Bridge At Chakvedua Paschimpara Near G.P Office, G.P:-Pole-Ii, Block & Ps-Khanakul-I ,Dist-Hooghly, Under Hooghly Irrigation Division
Basic Detail
Tender No WBIW/SDO/MISD/e-NIT-02/2026-27
Bidding Type Tender
Location
City Hooghly
State West Bengal
Key Dates
Publish Date 10 Nov 2026
Submission Date 25 Nov 2026
Open Date 26 Nov 2026
Finance
Tender Value 3.21 Lakhs
Tender Fee Ref. Documents
EMD 6432
Exemption Available
Document List
30d72b01-465d-4ed0-8b15-763cbf65eecf.html
agreement.pdf
BARCHART_2.pdf
BOQ_5205565.xls
Tendernotice_1.pdf

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Tender Timeline

Nov 10, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 25, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 13 days
Nov 26, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 14 days

Tender Documents

Download All (ZIP) ↓
html

30d72b01-465d-4ed0-8b15-763cbf65eecf.html

pdf

agreement.pdf

pdf

BARCHART_2.pdf

xls

BOQ_5205565.xls

pdf

Tendernotice_1.pdf

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