Job Order for Soil Investigation for Provn of Adm Block alongwith office complex at Lailapur Garrison of CIJW School Vairengte under GE Silchar

Amount

Mobilization/ Transport erection and dismantling of all required equipment at proposed site including deployment of shifted and suitable personal for effective soil investigation as per direction.

Carrying out the following laboratory tests on the soil samples as per IS code- (a) Selve analysis and hydrometer tests for identification and classification of based on properties and grain size. (b) Specific gravity of soil. (c) Studies of settlement characteristics of soil based on consolidating test and liquid and plastic limit. (d) Stratification of soil for entire depth of bore log including ground water table locations and other properties Elevation of shear parameters of undisturbed doil samples by adopting direct shear test.

Provision bore 150mm dia all kind of soil max upto the depth of 5m /6m /10m each bore hole collection of samples and regular 1.5m as per direction of department Engineer in charge as per IS relevant. (a) 10m deep bore hole. (Identification and classified of soil based on properties i.e liquid, plastic limit, natural moisture content, specific gravity bulk and dry density type of soil grain size strafification of siol ground water table location and other properties). (b) (Evalution shear parameter of undisturved soil sampleas by adopting direct shear test). (c) Evalution of safe bearing capacity with respect of shear failure test and permissible settlement (total and differential).

Provision of trial pit ( size 1.2m x 1.2m ) and identification and classification of soil based on property and conducting laboratory test as per relevent IS.

The recommendation will be duty vetted by the vetting agency (NIT or other Givt Engineering College ) as per Notes :- Submission of all report booklets 05 (five) copies with CD 01 (One) copy indicating the following :- (a) Evaluation of safe bearing capacity of the soil with respect to shear failure test and permissible settlement (Total & differential) alongwith recommendation about type of foundation and minimum depth of foundation to be adopted. (b) Specific suggestion if any for soil treatment if required below foundation ground floor/roads and type of treatment to be carried out. (c) Bore log diagram duly showing the different layers met along their depts.

U.C.CONSULTANCY

ESS Foundation Pvt. Ltd.