Soil Investigation On The Right Bank Of River Ganga Under Jangipur Irrigation Sub-Division No-Ii Of Ganqa Anti Erosion Division No-I At Kamalpur And Loharpur Within Block Samserganj, Murshidabad.(2Nd Call), Kamalpur-West Bengal
TDR : 48896246
Tender Notice
BOQ
Expired
Kamalpur
West Bengal
Soil Investigation On The Right Bank Of River Ganga Under Jangipur Irrigation Sub-Division No-Ii Of Ganqa Anti Erosion Division No-I At Kamalpur And Loharpur Within Block Samserganj, Murshidabad.(2Nd Call)
Name of Work : Soil investigation on the right bank of river Ganga under Jangipur Irrigation Sub-Division No.-II of Ganqa Anti Erosion Division No.-I at Kamalpur and Loharpur within Block Samserganj, Murshidabad (2nd Call).
Sl. No.
Item Description
1
Mobilisation 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 and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge.
2
(a) Detailed Investigation
3
Carriage of all Disturbed & undisturbed Samples from site of work to the divisional office or eisewhere including loading and unloading as per direction of Engineer -in -charge. Details Investigation.
4
Labour 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 .
5
(a) When Drilling mud\"Bentonite of suitable consistency\" is used to prevent collapse of bore hole.(i) Depth 0m to 10m
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(ii) Depth greater than 10m and upto 20m
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(iii) Depth greater than 20m and upto
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(b) Extra for boring in water (1.2m and higher depths)
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Field Investigation
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i) Collection of samples from the bore hole made as per B(a) Undisturbed
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(b) Disturbed
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ii) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.(a) 0.0m - 10.0m
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(b) 10.0m-20.0m
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(c) 20.0m-30.0m
15
Preparation 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.
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