Construction of High level bridge over beas river at Village Luthan in Jwalamukhi constituency

Prepration of Geo-Tech Investigation for both side abutment upto 35m depth safe bearing capacity by conducting SPT upto depth 30m as per IS:1892 by core drilling, at 2 No. Bore hole for 35m depth at Bias River, Total depth=2x35 = 70m (Two into thirty five is equal to seventy metre) Mobilization of necessary equipments, men and materials for geotechnical investigation from one test location to another and remobilizing the same including provision of casing pipe.Collecting undisturbed soil samples at including waxing, labeling, handling and transportation etc.Determination of Standard Penetration Test (SPT) in all the bore holes at regular intervals and collection of the disturbed soil samples from SPT spoon.Determination of natural ground water table and collection of water samples from each bore holes.To conduct tests on different samples in the laboratory as such as Grain size Analysis, Atterberg limits, Density, Consolidation test, Shear properties, natural moisture content, and determine the engineering characteristics of the soil and Silt factor and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkhana, Octroi, Toll tax, Sale tax or any other taxes imposed by the Government but excluding GST.

Prepration of Geo-Tech Investigation for piers upto 35m depth safe bearing capacity by conducting SPT upto depth 30m as per IS:1892 by core drilling, at 2 No. Bore hole for 35m depth at Bias River, Total depth=2x35 = 70m (Two into thirty five is equal to seventy metre) Mobilization of necessary equipments, men and materials for geotechnical investigation from one test location to another and remobilizing the same including provision of casing pipe.Collecting undisturbed soil samples at including waxing, labeling, handling and transportation etc.Determination of Standard Penetration Test (SPT) in all the bore holes at regular intervals and collection of the disturbed soil samples from SPT spoon.Determination of natural ground water table and collection of water samples from each bore holes.To conduct tests on different samples in the laboratory as such as Grain size Analysis, Atterberg limits, Density, Consolidation test, Shear properties, natural moisture content, and determine the engineering characteristics of the soil and Silt factor and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkhana, Octroi, Toll tax, Sale tax or any other taxes imposed by the Government but excluding GST

Preparation of Proposal, layout plan and Hydraulic data of 260m span bridge i.e. Topography survey by Total station equipment for preparation of Contour site plan, cross-section at bridge site, 50m, 150 m, 300m and 500m upstream and down stream of the river, L-section of road and river, calculation of silt factor a including all carriage of material lead & lifts and as per the direction and the entire satisfaction of Engineer-in-Charge, including carriage of material with in all leads lifts and other incidentals. The rates including Royality, Malkhana, Octroi, Toll tax, Sale tax or any other taxes imposed by the Government but excluding GST.