Soil Exploration In Connection With The Work Construction Of R.C.C. Pile Jetty With Approach Road At Choto Sehera Bazar Near Graharaj Mandir On The River Dansa In Gp Sehera Radhanagar Block Sandeshkhali-I Ced-Iii Sdb
Tender Value
1.40 Lakhs
Estimated cost
Bid Submission
22 Sep 2023
0 days left
EMD
2813
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sandeshkhali → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Soil Exploration In Connection With The Work Construction Of R.C.C. Pile Jetty With Approach Road At Choto Sehera Bazar Near Graharaj Mandir On The River Dansa In Gp Sehera Radhanagar Block Sandeshkhali-I Ced-Iii Sdb
BOQ
| Sl. No. | Item Description |
| 1 | Mobilisation Chargesof all tools & Plants along withaccessories, material, labour, supervisionetc. at siteofworkrequiredin connectionwithboringandtestingwork,includingsettingupboringrigsandshiftingto differentBore - holepointsetc.andalsoincludingwithdrawalofsamefromthesiteaftercompletionofwork, completeasper irectionofEngineer - in - Charge.B. Detailed investigation |
| 2 | Carriage of all Disturbed &UndisturbedSamplesfrom site of work to the Divisional office or elsewhereincluding loading and unloading as per direction ofEngineer - in - Charge. Detailed Investigation. |
| 3 | LabourformakingBore - 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 a) WhenCasing pipe is used to prevent collapse ofbore hole (casing pipe to be finally withdrawn) |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 |
| 6 | Laboratory investigation: Liquid limit as per IS 2720 (Part-V) |
| 7 | ii) Plastic limit as per IS 2720 (Part-V) |
| 8 | iii) Grain Size analysis by sievingas per IS 2720 (Part-IV) |
| 9 | iv) Grain Size analysis by Hydrometre Methodas per IS 2720 (Part-IV) |
| 10 | v) Determination of water content as per IS 2720 (Part-II) |
| 11 | vi)Determination of Specific Gravity as per IS 2720 (Part-III) |
| 12 | vii)Direct Share test as per IS 2720 (Part-XIII) |
| 13 | viii) Determination of unconfined compression strength as per ISA 2720 9 Part - X) |
| 14 | xvi) Tri-axial share test |
| 15 | a) 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). |
| 16 | b) 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). |
| 17 | c) determination of shear strength parametres of soil fromconsolidated drained test c as per IS 2720 (Part-X). |
| 18 | B) Field Investigation |
| 19 | iii) Collection of samoles from the bore hole made as per B-a(a) Undisturbed |
| 20 | a) Disturbed |
| 21 | vi)Standrad Penetration Test(S.P.T)by split spoon sampler in the bore hole as per IS 2131 |
| 22 | i) 0.0m - 10.0m |
| 23 | i) 10.0m - 20.0m |
| 24 | Preparation 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 |
| 25 | GST as applicable - @ 18% |
| 26 | LabourWelfare cess - @ 1% |
AI Tender Summary
Tender Timeline
Sep 15, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 25, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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