Construction of link road from Plach Galwahdhar to Rambi road km.0-0 to 6-0

Amount

Excavation in earth work for structure in all heights and depths in all kinds of soil including ordinay rock,hard rock (Requiring blasting), hard rock(blasting prohibited), marshy soil and their intermediate classification. If water is met due to stream flow, seepage, rain and other causes it shall be removed by suitable diversion, pumping and bailing out and the excavation shall be kept dry whenever so required by the contractor at his own cost , including dressing of slopes and beds setting out conforming to required lines, grades , side slopes as shown in the drawing and as per direction of Engineer-in-charge and transportation of soil to road way after back filling and then disposing of surplus excavated earth in acquired 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 shall be absolute responsibility of the contractor which shall have to be duly compensated by him in all respects.

Providing concrete for plain 1:3:6 (one cement: three sand: six aggreate 40mm nominal size) concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 and 1203 . with in all leads and lifts to the entire satisfaction as per direction 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 1604.7 including haulage/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-charge.

Providing weep holes in brick masonry stone masonry plain reinforced concrete asutment wing walls with 100mm dia (hundred milimetre) AC Pipe extending throught the full width 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 with in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

VIKAS CONTRACTOR