FDR on Shimla Bye Pass road NH. 22 New NH.05 km 0.0 to 24.250 SH C.o R.wall between km 16.0 to 16.015 on Shimla Bye Pass road

Amount

Earth work in excavation of foundation of structures as per drawings and technical specifications, including setting out, construction of shoring and bracing ,rermoval of slumps and other deleterious matter ,dressing of sides and bottom , back filling the excavation earth to the extent required and utlising the remaining earth locally for road work Ordinary Soil Manual Means , stacking the useful materials and disposal of unserviceable materials in all leads & lifts . Any loss to public /private poperty during course of excavation shall be the whole responsibility of the contractor including carriage of materials by all modes of transportation as per the direction by the Engineer-in-charge

Providing and laying Plain /Reinforced Cement Concrete Cement at the rate of 8.06 bags ( Eight point zero six bags ) per cubicmetre nominal mix ( 1: 1.5: 3) ( one cement one point five sand three crushed stone aggregate ) (Sixty percentage of twenty millimetre and Forty percentage of ten millimetre nominal size ) in open Foundation complete as per Drawing and technical specifications 1500,1700 & 2100 PCC Grade M20, as per direction of the Engineer-in-Charge in all leads, lifts and carriage of materials by all means of transport etc.

Providing and laying of Filter media with regular materials/Stones crushed aggregate satisfying the requirement laid down in clause 2504.2.2 of MORTH specification to a thicness of not less than 600 mm wth smaller size towards the soil and biggar size towards the wall and provides 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 in all leads, lifts and carriage of materials by all means of transport etc as per the direction by the Engineer-in-charge .

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 as per drawing and Technical Specification in all leads, lifts and carriage of materials by all means of transport etc.

Providing weep holes in Brickmasonry/plain/reinforced concrete abutment,wing wall/return wall with 100mm dia PVC pipe extending through the full width of the structure with slope 1V:20H towards drawing face complete as per drawing and Technical Specification Clause 2706 & 2200 in all leads, lifts and carriage of materials by all means of transport etc as per the direction by the Engineer-in-charge ..

VIRENDER KUMAR

suresh sharma