Tender For Conducting Soil Investigation Of Sites For Provision Of Ac Storage Facilities At Hwt, Demolition & Reconstruction Of Mt Building Nos. P-82, P-331 & P-574 And Demolition & Reconstruction Of Certain Inliving Sailors’ Accommodation Alongwith Defic, Karanja-Maharashtra
TDR : 52701058
Tender Notice
Corrigendum Details
BOQ
Expired
Karanja
Maharashtra
Corrigendum : Tender For Conducting Soil Investigation Of Sites For Provision Of Ac Storage Facilities At Hwt, Demolition & Reconstruction Of Mt Building Nos. P-82, P-331 & P-574 And Demolition & Reconstruction Of Certain Inliving Sailors’ Accommodation Alongwith Defic
Name of Work: CONDUCTING SOIL INVESTIGATION OF SITES FOR PROVISION OF AC STORAGE FACILITIES AT HWT, DEMOLITION & RECONSTRUCTION OF MT BUILDING NOS. P-82, P-331 & P-574 AND DEMOLITION & RECONSTRUCTION OF CERTAIN INLIVING SAILORS’ ACCOMMODATION ALONGWITH DEFICIENT FACILITIES AT NAVAL STATION KARANJA
Sl. No.
Item Description
1
M&L for conducting soil investigation as per IS: 1892-1997 by hydraulic type core drlling / calyx type core drilling / rotary rig drilling method of 100mm diameter with casing pipe / bentonite slurry if required, for supporting inner collapsible stratas below water table with holes in all types of soil up to depth of 10m (except soil/ boulder/ soft soil to hard rock) or upto the depth of refusal (N>50) [whichever is more] and carrying out standard penetration test (SPT) at regular intervals and providing the SBC report, analytical & graphical report with detailed calculations, analysis and designs of soil bearing capacity, soil bearing pressure, recommending type of foundation, etc. as per codal provisions complete all as specified and as directed
2
M&L for conducting soil investigation as per IS: 1892-1997 by hydraulic type core drlling / calyx type core drilling / rotary rig drilling method of 100mm diameter with casing pipe / bentonite slurry if required, for supporting inner collapsible stratas below water table with holes in all types of soil up to depth of 20m (except soil/ boulder/ soft soil to hard rock) or upto the depth of refusal (N>50) [whichever is more] and carrying out standard penetration test (SPT) at regular intervals and providing the SBC report, analytical & graphical report with detailed calculations, analysis and designs of soil bearing capacity, soil bearing pressure, recommending type of foundation, etc. as per codal provisions complete all as specified and as directed
3
Notes for serial item Nos. 1 & 2: (i) The location/s of ground / site shall be as directed by the GE(ii) The application of methodology depending on the type of ground / site shall be as per relevant IS and as directed(iii) The analytical and graphical report shall be submitted with detailed calculations and design of all type of soil specifics as per relevant IS (iv) All testing shall be got done from NABL accredited laboratories as approved by the GE (v) All T&P, etc required for carrying out the tests at site, carrying to&fro samples to laboratories, etc. shall be provided by the Contractor(vi) The quoted rate shall be inclusive of all aspects pertaining to successfully conducting the tests and submission of reports thereof including any likely encumbrance/s at site and nothing extra shall be payable on any account
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