Restoration of rain Damage on Chambi Badlog Jhina road Km.0/0 to 16/0

Amount

Excavation in earth work in hilly area all heights and depths, in all kind of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution, etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation, including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, in conformity with the requirement of technical specification for Rural Roads clause 1600 and 300, 8.3 (ii)(iv)(v) to achieve designed formation width including hauling and stacking of material useful for construction at suitable sites and safe disposal of unsuitable cut material in specified manner, trimming, filling of uneven ness, blind age and finishing of the road to specified dimensions or as directed by the Engineer-in-charge for smooth riding. At least 35.20 only cubic metre useful stone shall be recovered from the contractor in each running bill as per pro-rata basis if fails recovery @ Rs. 170/- (Rupees one hundred seventy) per cum will be made. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases.

Excavation for structure as per drawing and technical specifications clause 305.1 i/c setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal up to a lead of 50 metre dressing of side and bottom and back-filling in trenches with excavated suitable materials ordinary soil upto 3.00 metre depth. including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts

Providing and laying of boulder apron laid in wire crate with 4mm dia G.I. wire conforming to IS:280 and IS:4826 in 150x150mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications clause 1301 including carriage of all labour, material and equipments to various location through all modes of transportation as per HPPWD specification 1990 vol.I and as per direction of Engineer in Charge at site in all leads and lifts.

BHARAT SINGH CHAUHAN