SDF 2025 1505 RR Damages on Bagsaid to Tikkar road in Km 0 000 to 7 650 SH Removal of slips at various Rds Construction of ROFD in Km 5 250 to 5 380 and Construction of Embankment at Rds 1 200 to 1 260

Removal of land slide in hilly area in ordinary rock not requiring blasting by mechnical means including cutting and trimming of slops and disposal of cut material with in any lift and lead as per technical specification 302.3.5 and 1611. and direction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidental charges.

Excavation in soil in hill area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper blasting work both in soft and hard rock with chiseling / wedging out side of rock ( where blasting is prohibited ) and their intermediate classification of soil including dewatering where required settingout to the required line grades , side slopes triming bottom and level as shown on drawings as directed by the Enginner -in charge at site according to technical clause 1603.1 and 1603.2 sorting useful / un-useful materials and stacking the same in all leads and lifts and transportation of the un-useful materials for filling in roads ways , embankments for grades improvements and leveling to the require grade and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites through all modes of trasportation including head load animal load or machnical means alongwith its leveling fine dressing and all labour, machinaries , materials , tools equipments and sefety measures and incidentals necesary to complete the work by all means ( if any required ) recovary for 51.00 cubic mete @ Rs. 300/- per cubic metre amount 15300/-only shall be done on prorata basis for the quantity of cutting in earth work effected . Any loss to the public and private property during the course of excution shall be the absolute responsibility of the contrator , which shall have to be duly compensated by him in all respect including all leada and lifts and materials and as per direction of Enginer in charge .

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 including carriage of material in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.