Restoration of rain damages on Hurla Tharas Sachani road kilometre 0-0 to 10-0

Amount

Earth work in excavation for structure in all heights and depths in all kinds of soil including saturated soil comprising of soil ordinary, & blasting work, soft and hard rock with chiseling/wedging out of rock( where blasting is prohibited) and their intermediate classification of soil. If water is met in the spring seepage rain and other causes it shall be removed by suitable diversion, pumping and bailing out and the excavation shall be kept dry wherever so required by the contractor at his own cost , including dressing of slopes and beds setting out confirming to required lines, grades , side slopes as shown in the drawing and direction of Engineer-in-charge and transportation soil to road way and then disposing of surplus excavated earth in required width of road or on approved dumping sites including its stacking leveling and dressing in all leads and lifts through all modes of transportation including head load animal load or mechanical means or other incidentals to complete the work as per technical specifications clause 305.1. All useful materials, such as stone shingles agg. and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts. Any loss to the public and private property during the course of execution of disposal of serviceable and un-serviceable materials which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect. Construction of shoring and barcing removal of slumps and other delterious material and back filling in trenches with executed suitable material as per direction of Engineer-in-charge.

Providing concrete for plain reinforced concrete in open foundation complete as per drawing and technical specification clause 802,503,1202 and 1203 PCC. 1:3:6 Grade M-10 (M-ten) using graded crushed stone aggregate 40 mm (forty milimetre) nominal size and curing complete and form work complete including hauling/carriage of all labour, equipments and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction and as per the directions of Engineer-in-charge.

Back filling with granular materials behind abutment, wing walls and return walls complete as per drawing and technical specification clause 1206.3 and including hauling/carriage of all labour, equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction and as per the directions of Engineer-in-charge.

Providing and weep holes in brick masonry stone masonry plain reinforced concrete abutment wing walls with 100mm dia (hundred milimetre) P.v.c Pipe extending throught the full with of the structure with slopes of 1(V) :20 (H) towoards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 including hauling/ carriage of all labour equipement and materials to various location through all modes of transportation in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

Narender singh pal