Restoration of rain damages in Tarna Sihagla road km. 0/00 to 1/355. (SH- Construction of Breast wall at Rd 0/365 to 0/372). 3rd call

Excavation in soil in Hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead as per drawing and Technical Specification Clause 1603.1 complete with in all leads, lifts and carriage of material and other incidental as per direction, entire satisfaction of Engineer-in-charge.

Earth work in excavation in all kinds of soil for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto any lead and dressing of sides and bottom and back filling in trenches with excavated suitable material including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying Plain cement concrete 1:5:10 (one cement: five sand: ten graded crushed stone aggregate) nominal mix in open foundation with crushed stone aggregate 40mm (forty millimetre) nominal size mechanically mixed including cost of form work and curring complete as per drawing and technical specification clause 802,803,1202 & 1203 including carriage of materials with in all leads, lifts and other incidental or as per the direction of Engineer-in-charge. The rate including Royality, Malkhana, Octroi, toll tax, sales tax or any other taxes imposed by the Government complete as per direction of Engineer-in-charge.including carriage of materials with in all leads, lifts and other incidentals.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8. Granular material complete with in all leads, lifts and carriage of material and other incidental as per direction, entire satisfaction of Engineer-in-charge.

Providing weep holes in block masonry/ stone masonry/plain reinforced concrete abutments wing wall, return wall with 100mm (hundred millimetre) PVC pipe extending through the full width of the structure with slope of 1 (V): 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1203.3.7 complete with in all leads, lifts and carriage of material and other incidental as per direction, entire satisfaction of Engineer-in-charge.