C/O Nagrota Bagwan Ranital Mubarikpur road km 0/000 to 5/000 and 18/000 to 39/000 of NH 20A (NEW NH 303) in the State of H.P.

Amount

Prepration of Detailed project report which include following provision as mentioned below : i.)Topography survey by Digital total station with two second accuracy , showing all features on survey plan like trees, culvert, bridge, electric pole, telephone poles, hand pumps, school, habitant villages. ii)Prepration of survey plan showing all provision and preparation of detailed project report as per MORTH guidelines and cross section at 15 m (fifteen meter) interval and width of corss section 200m, L-section. iii)Conduction of Traffic survey. iv)Prepration of detailed estimate with detailed design and drawings of pavement and structural componenets as per relevant irc codes and rate analysis as per MORTH guidelines. v)Geotechnical Investigation (CBR test including grain size analysis , atterbergs limit , proctor compaction and CBR value) vi) The cosultant will also prepare the detailes of all the utilities to be shifited during the widening and new alinement sas per the satisfaction of the Engineer-in-charge. vii) Printing approved 5 set and submitting the same to the divisional office. same aproved from higher office i.e NH PWD chief office and Morth office delhi including all other costs like binding printing, communication, presentation, etc.

Detailed design of improvement of Major and Minor junction as per latest IRC Guidlines and MoRTH specfications and computerization of data on AUTOCAD Civil 3D software and printing through plotter, Preparation of plan , L-Section & Cross sections, including typical cross section etc on a readable scale complete in all respect as per the direction of Engineer-in-Charge.

Prepration of Detailed project report of Major and Minor Bridges which include following provision as mentioned below : i)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. ii)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 competent authority. iii)Preparation of Detailed estimate of Bridge as per analyised rates of MoRTH standard data book 2019 . Printing approved 5 set and submitting the same to the divisional office and Structural Design of Foundation, Sub structure & Super structure as per latest design codes and preparation of working drawings of foundation, Sub Structure & Super Structure and getting the same aproved from higher office i.e NH PWD chief office and Morth office delhi including all other costs like binding printing, communication, presentation, liasoning with all concerned officers etc.The Work will we carried in accordance with latest design specifications and to the satisfaction of Engineer-in-charge. Four nos. bridges approximate span in mtr. 12.00,45.00, 19.75 & 12.00 and width of the bridges 12.50 mtr. including footpath =1109.37 sqm.

Prepration of Detailed project report of Major and Minor Bridges which include following provision as mentioned below : i)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. ii)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 competent authority. iii)Preparation of Detailed estimate of Bridge as per analyised rates of MoRTH standard data book 2019 . Printing approved 5 set and submitting the same to the divisional office and Structural Design of Foundation, Sub structure & Super structure as per latest design codes and preparation of working drawings of foundation, Sub Structure & Super Structure and getting the same aproved from higher office i.e NH PWD chief office and Morth office delhi including all other costs like binding printing, communication, presentation, liasoning with all concerned officers etc.The Work will we carried in accordance with latest design specifications and to the satisfaction of Engineer-in-charge . One number bridge approximate span in mtr. 65 mtr and width of the bridges 12.50 mtr. including footpath =812.50 sqm

Geo-Tech Investigation for safe bearing capacity by conducting SPT up to 20m as per IS:1892 by core drilling, at 2 No. Bore hole location (Quantity =10x20=200m) 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.

Forest clearance of the forest portion along the highway ,Collection of forest maps from the relevant forest department and superimposing the same on the survey drawings . Uploading the forest proposals on E Parivesh and obtaining the clearances from the concerned forest division . Clearance upto Submission of the Stage 1 Form A and Form B complete upto the satisfaction of the Engineer-in-charge

C AND E CONSULTANCY