Soil Investigation Work At The Site For Capacity Expansion And Modernization Of Govt. Freshwater Fisheries Research And Training Centre, Kulia, Kalyani In The District Of Nadia During The Year 2024-25, 24 Paraganas North-West Bengal
TDR : 50291627
Tender Notice
BOQ
Expired
24 Paraganas North
West Bengal
Soil Investigation Work At The Site For Capacity Expansion And Modernization Of Govt. Freshwater Fisheries Research And Training Centre, Kulia, Kalyani In The District Of Nadia During The Year 2024-25
Name of Work:Soil Investigation Work at the site for CAPACITY EXPANSION AND MODERNISATION OF GOVT. FRESHWATER FISHERIES RESEARCH & TRAINING CENTRE, KULIA, KALYANI IN THE DISTRICT OF NADIA DURING THE YEAR 2024-25.
Sl. No.
Item Description
1
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. When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) Depth 0m to 10m
2
Depth greater than 10m and upto 20m
3
Field Investigation: Collection of Undisturbed soil sample from the bore hole to be made by the concerned Division / Party at their cost. 0.0m - 10.0m
4
10.0m-20.0m
5
Collection of Samples from the bore hole
6
Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.0.0m - 10.0m
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10.0m-20.0m
8
Laboratory Investigation:Liquid Limit as per IS 2720 (Part – V)
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Plastic Limit as per IS 2720 (Part – V)
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Grain size analysis by Sieving as per IS 2720(Part – IV)
11
Grain size analysis by Hydrometer Method asper IS 2720 (Part – IV).
12
Determination of Water Content as per IS2720 (Part – II).
13
Determination of Specific Gravity as per IS2720 (Part – III).
14
Determination of Consolidation Properties asper IS 2720 (Part – XIV).
15
Tri-Axial Shear TestDetermination of Shear strength Parameters of a specimen tested inUnconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part –XI).
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