Environment and Forests Government Departments Closing in 0 days TDR #44652264

Tender For Soil Exploration In Connection Of The Work Of Proposedrcc Pile Jetty With Approach Road On The River Dansa At Sitalia Gharami Ghat Ing.P. Khulna, Block-Sandeshkhali-Ii, Dist North 24 Pgs. Under Nazat Sub-Division Of Ced No-Iii, Sdb. (Plan Head)

Issued by Government Departments · sandeshkhali, West Bengal
Tender Value
1.27 Lakhs
Estimated cost
Bid Submission
15 Aug 2024
0 days left
EMD
2549
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Soil Exploration in connection of the work of proposedRCC Pile Jetty with Approach Road on the river Dansa at Sitalia Gharami Ghat inG.P. Khulna, Block-Sandeshkhali-II, Dist North 24 pgs. under Nazat Sub-Division of CED NO-III, SDB. (Plan Head).(2nd Call)

BOQ

Name of Work: Soil Exploration in connection of the work of proposedRCC Pile Jetty with Approach Road on the river Dansa at Sitalia Gharami Ghat inG.P. Khulna, Block-Sandeshkhali-II, Dist North 24 pgs. under Nazat Sub-Division of CED NO-III, SDB. (Plan Head).(2nd Call)
Sl. No. Item Description
1Mobilisation Chargesof all tools & Plants along withaccessories, material, labour, supervisionetc. at siteofworkrequiredin connectionwithboringandtestingwork,includingsettingupboringrigsandshiftingto differentBore - holepointsetc.andalsoincludingwithdrawalofsamefromthesiteaftercompletionofwork, completeasper irectionofEngineer - in - Charge.B. Detailed investigation
2Carriage of all Disturbed &UndisturbedSamplesfrom site of work to the Divisional office or elsewhereincluding loading and unloading as per direction ofEngineer - in - Charge. Detailed Investigation.
3LabourformakingBore - Holes of150mmto250mmdia.byanystandardmethodtoanydepthbelowground level / bed level in all kinds of soil like clay. silt, sand, stiff clay, mixed soils etc. except rocks(forthepurposeofcollectingDisturbed&Undisturbedsoilsamples,conduct ingStandardPenetrationTestatsuitableintervalsetc.)includingpreparationandsubmissionofbore - logasperIRC:75and78andClause2400ofSpecificationsforRoad&BridgeWorks(5thRevision),PublishedbyIRC,andalsoincluding hire charges of tools and plants completeas per the direction of Engineer - in- Charge. a) WhenCasing pipe is used to prevent collapse ofbore hole (casing pipe to be finally withdrawn)
4(i)Depth 0-10m
5(ii)depth 10-20m
6Laboratory investigation: Liquid limit as per IS 2720 (Part-V)
7ii) Plastic limit as per IS 2720 (Part-V)
8iii) Grain Size analysis by sievingas per IS 2720 (Part-IV)
9iv) Grain Size analysis by Hydrometre Methodas per IS 2720 (Part-IV)
10v) Determination of water content as per IS 2720 (Part-II)
11vi)Determination of Specific Gravity as per IS 2720 (Part-III)
12vii)Direct Share test as per IS 2720 (Part-XIII)
13viii) Determination of unconfined compression strength as per ISA 2720 9 Part - X)
14xvi) Tri-axial share test
15a) determination of shear strength parametres of a specimen tested in consolidated undrained Tri-axial compression Test without measurement of pore water pressure as per IS 2720 (Part-XI).
16b) determination of shear strength parametres of a specimen tested in consolidated undrained Tri-axial compression Test with measurement pore water pressure as per IS 2720 (Part-XII).
17c) determination of shear strength parametres of soil fromconsolidated drained test c as per IS 2720 (Part-X).
18B) Field Investigation
19iii) Collection of samoles from the bore hole made as per B-a(a) Undisturbed
20a) Disturbed
21vi)Standrad Penetration Test(S.P.T)by split spoon sampler in the bore hole as per IS 2131
22i) 0.0m - 10.0m
23i) 10.0m - 20.0m
24Preparation and submission of report in six copies givingall relevant data like site plan, bore-log, water table test results calculation, discussion, suggestion , recommendation in respect of suitable foundation etc. including determination of silt factor calculation of water day & complete design of foundation including analysis of bearing capacity settlement in bound andpresentable from complete as per direction of the Engineer-in-charge. b) Detailed Investigation
25GST as applicable - @ 18%
26LabourWelfare cess - @ 1%

AI Tender Summary

OUR REF NO 44652264
AUTHORITY Government Departments
TENDER VALUE 1.27 Lakhs
LAST DATE 15-08-2024
Authority
Authority Name Sundarban Development Board
Work Description Soil Exploration in connection of the work of proposedRCC Pile Jetty with Approach Road on the river Dansa at Sitalia Gharami Ghat inG.P. Khulna, Block-Sandeshkhali-II, Dist North 24 pgs. under Nazat Sub-Division of CED NO-III, SDB. (Plan Head).(2nd Call)
Basic Detail
Tender No WBSDB/EE/CED-III/ NIT-03(e)/2024-25
Bidding Type Tender
Location
City sandeshkhali
State West Bengal
Key Dates
Publish Date 08 Aug 2024
Submission Date 15 Aug 2024
Open Date 17 Aug 2024
Finance
Tender Value 1.27 Lakhs
Tender Fee Ref. Documents
EMD 2549
Exemption Not Available
Document List
c7137ab5-881a-4680-8ba9-7fea63899c35.html
BOQ_1609747.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Aug 08, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 15, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 17, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

c7137ab5-881a-4680-8ba9-7fea63899c35.html

xls

BOQ_1609747.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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