survey and soil investigation for proposed provn of parade ground and allied infrastructure for Inf Bn at umroi under HQ CWE Shillong

Amount

SCOPE OF WORK: 1. Provn of bore hole in any type of Soil and collection of disturbed and undisturbed Soil sample at 1.5m, 2.0m, 2.5m from ground level at an interval of 1.5m and there of, subject to exploration of earth sample upto 10m or obtaining hard strata such as hard rock whichever and conducting the following lab tests all as per IS-2131-1987 (latest). (a) Identification and classification of Soil based on index properties and grain size. (b) Evaluation of shear parameters of dustrubed Soil sample by adopting direct shear triaxial shear of unformed compression. (c) Study of settlement characteristics of Soil. (d) Stratification of Soil for entire depth of bore hole including ground water table location. (e) Conducting standard pentration tests as per relevant IS in bore log of 6.5m below GL thereafter and upto bottom of bore log. (f) Evaluation of safe bearing capacity with respect to shear failure till and permissible settlement (total and differential) along with recommendation about type of foundation. (g) Submission of consolidation report for each of bore holes in quadruplicate of field investigation done and laboratory analysis alongwith the lab results plotting graph, strata etc indicating the safe bearing capacity of Soil (one job). (h) Mobilization of necessary equipment and manpower to project site including shifting of the same from one location to another, erection of equipment for carrying out tests and dismantling and transporting the same (comprises of 1 Nos of bore hole).

Trail Pit of size 1.20 x 1.20 x 0.50 mtr away from bore etc complete all as directed.

ESS Foundation Pvt. Ltd.

4LINE ARCHITECTS

NEPRISE CONSULTING PRIVATE LIMITED

MJ CONSULTANCY

NIRMAN ENGINEER & ARCHITECT

C B ENTERPRISE