RR Damages on RCD Road km 000 to 92695SH Hiring of JCB for Clarence of Road filling of depression in Kawar section

Preparation of Hydraulic data i.e Topography survey by total station equipment for preparation of survey plan, cross section at bridge site, 50 m, 150 m, 300 m, 500 m upstream and down stream of river, L-section of road and river.

Geo-Tech Investigation for safe bearing capacity by conducting SPT up to 10m as per IS:1892 by core drilling, at 2 No. Bore hole location (Quantity =2x10=20m) 1. 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. 2. Collecting undisturbed soil samples at including waxing, labeling, handling and transportation etc. 3. Determination of standard penetration Test (SPT) in all the bore holes at regular intervals and collection of the disturbed soil samples from SPT spoon. 4. Presentation of data as per IRC:78 and work out the Bearing Capacity of the soil for design of the foundations for the construction of proposed bridge.

Detailed Topographical survey of Sen Secondary school building at jishkon Dodra kwarusing Digital total station with two second accuracy , showing all features on survey plan like trees, buildings, retaing walss, breast walls, electric pole, telephone poles etc.

Prepration of survey plan by E-Survey tech and auto cad civil 3d Software.