C/o 60.00 mtr span pre-stressed double land bridge over Shallu khad on Neoty Chhawani Bavi road at Neoty

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.

Preparation of General arrangement of drawings according to the existing site conditions and submit the same in the form of two hard copies .The consultant will get the GAD approved from the HPPWD Chief Office shimla. The Work will we carried in accordance with latest desgin specfication and to satisfaction of Engineer -in - charge.

Geo-Tech Investigation for safe bearing capacity by conducting SPT up to 20 m as per IS:1892 by core drilling, at 2 No. Bore hole location (Quantity =2x20=40m) 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.

Structural Design of Foundation, Sub structure & Super structure as per latest design codes and preparation of working drawings of foundation, Sub Structure & Super Structure .The Work will we carried in accordance with latest design specifications and to the satisfaction of Engineer-in-charge

Proof checking of detailed design, structural drawings of 60 mtr span double lane steel truss bridge from competent authority such as IIT,NIT or PEC in all respects and submitting the same to higher office for approval.

Prepration of Technical sanction. The Work will we carried in accordance with latest desgin specfication, latest market rate and to satisfaction of Engineer -in - charge.Printing two set complete in all respect and submitting the same to division office and there after approval from competent authority.

Prepration of Working Estimate. The Work will we carried in accordance with latest desgin specfication, latest market rate and to satisfaction of Engineer -in - charge.Printing two set complete in all respect and submitting the same to division office and there after approval from competent authority.

Prepration of DNIT.The Work will we carried in accordance with latest market rate and to satisfaction of Engineer -in - charge.Printing two set complete in all respect and submitting the same to division office and there after approval from competent authority.