SOIL INVESTIGATION FOR UP GRADATION OF WATER SUPPLY SCHEME INCLUDING RESERVE STORAGE AND ANCILLARIES AT BIKANER MIL STATION.

Amount

M&L for Soil investigation with (a) Mobilation of tools and plant and personnel to the site and demobilization after competion of work. (b) Boring of 100 to 150 mm nominal dia Mtr bore hole at the site in soil (N<=50) and conducting of SPT at every charge of STRATA or 1.0 Mtr interval as per IS 2131-1981,1982,2131,2132,1888,2720,1904,6403,8009,1498,4968.above test should given and following design paramature:- (c) Preparation of loading arrangement plate load test for loading intensity (ultimated loaded) upto 30 T/M sqm for size 30 x 30 CM plate for ISI : 1888 at of 08 location, 01 No for each OHT & UG Sump bldg. (d) Preparation & submission of report given detailed calculation & recommendation of allowable bearing capacity and type of foundation as per IS Core 06 copy in soft & hard) DESIGN PARAMETERS FOR SOIL INVESTIGATION :- (a) Depth of bore holes upto 25 Mtr or N<50) (b) SPT value at every 1.00 m intervals and change of strata. (c) Grain size distribution and analysis. (d) Soil characteristic. (e) Value of cohesion and angle of intermal friction. (f) Recommendation SBC at different depth of foundation separately for the portions with and without basement (g) SBC and its calculation based on `N` value shear strength and settelement criteria. (h) Chemical analysis of soil and recomandation and type of cement to be used for RCC Foundation . (I) Details of soil profile and bore logs. (j) Modulus of sub grade reaction. (k) Depth of water table ( mac. and min). (l) Depth of expensive soil and is properties, if any. (m) Recommendation for filling under floors and filling under protection incl plinth protection. (n) Details of soil profile and bore logs. (o) Any other recommendation . (p) Soil investigation test shall be got executed from approved MES Consultant/any Govt approved institution or any NABL approved lab for the following sites:- (a) OHT- (06 Holes X upto 25 m depth)

All as per Item No. 1 above but for UG Sump - (05 Holes X upto 15 m depth)

All as per Item No. 1 above but for Pumphouse - ( 4 Holes X upto 07 m depth)

M&L for Conducting Plate load test for loading intensity (ultimate load up to 30T/sqm for size 30x30cm plate as per IS: 1888 (08 Locations , depth 0.5m to 6m depth.

KCT CONSULTANCY SERVICES

PNT Designs Pvt Ltd

Soigne Engineering Consultants

VARDAN ENVIROLAB

Shree Hari

M/S. BECQUEREL INDUSTRIES PVT. LTD.

MEENAKSHI GEOTECH

AHMEDABAD ENGINEERING RESEAERCH INTITUTE