Restoration of rain damages on TKH road NH-705 Km.0/00 to 69/00 (Portion 0/0 to 48/0)

Amount

Excavation in ordinary soil using mechanical/ manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads as per Drawing and Specification. Item to include all material, labour, equipments and incidential charges required to execute the job.

Earth work in excavation of foundation of structure in ordinary soil in all kinds of earth by manual means including spade work ,Pick work, Jumper work, blasting work in soft rock and their intermediate classification of soil, including chiseling and wedging out of rock with in all depths and lifts including bailing out of water wherever required as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and boottoms, back filling, the excavation earth to the extent required and utilizing all remaining earth locally for road work as per MORT&H specification No. 304 complete in all respect including carriage of materials and equipment in all leads and lifts with all modes of transportation.

Providing and laying Plain cement concrete M15 Grade with crushed stone aggregate . mechanically mixed vibrated placed in position & curing complete including cost of form work as per the Drawing and MoRT&H specifications No. 1500, 1700 & 2100 with in all leads and lifts including all material, labour, machinery/ equipments and any other incidentals required to complete the job as per direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confirming to IS:4826 in 100mm X 100mm mesh (weaved Diagonally ) including 10 % extra for laps and joints laid with stone boulders weighing not less than 40 kg each

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing weep holes in Brick masonry/plain /reinforced concrete abutment,wing wall/return wall with 100 mm dia.PVC pipe extending through the full width of the structure with slop of IV : 20 H towards drawing face.complete as per drawing and Technical Specifications.

Geeta Ram Govt. Contractor

Bal Krishan Verma

SANJEEV KUMAR