C/O Link road from Upper Richenag to Kutumdumb Km. 0/00 to 1/900 (SH- F/C from Km. 1/395 to 1/900 and R/wall at RD. 1/435 to 1/115, 1/870 to 1/900

Amount

Cutting in earth work in all heights and depths and in all kinds of soils including saturated soil comprising of Pick, Jumper , blasting work both in soft and hard rock with chiseling, wedging-out of rock where blasting is prohibited, their intermediate classification of soil, setting-out true to the required lines, grades, side slopes, trimming bottoms to levels as shown on the drawing and as directed by the Engineer-in-charge at site according to HP.PWD, specification of 1990 Vol-I and sorting-out useful/ un –useful materials and stacking the same in all leads and lifts in acquired width of the road and transportation of useful/ un-useful materials for filling in road ways camber, embankments for grades, improvement and leveling to required grade and disposing of all surplus excavated earth in acquired width of the road or on approved dumping sites through all modes of transportion including head load or animal transport or mechanically means alongwith its leveling, fine dressing and all labour, machineries, tools, equipments and safety measures and other incidental, necessary to complete the work by mechanised means and labour if required. All useful materials such as stones , shingles, aggregates and slates shall be sorted- out and stacked along road side, the quantity of which shall not be less then 439.54 cum., failing which recovery @ Rupees 170/cum. (One hundred seventy per cubic metre) shall be effected from the bill of the contractor. Any loss of the public/ private property during the course of execution shall be absolute responsibility of the contractor which shall to be duly compensated by him in all respect, including carriage of materials through all modes of transportation with in all leads and lifts, as per PWD specifications and as per direction of the Engineer-in-charge.

Earthwork in excavation for structures 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 all lead dressing of sides and bottom and backfilling in trenches with excavated suitable material upto all depth, including carriage of material within all leads and lifts.

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS;280 and IS;4826 in 100mm x 100mm mesh(woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 Kg. each as per drawing and technical specifications Clause 1301, including carriage of material within all leads and lifts.

ASHOK KUMAR NEGI CONT.

DEV RAJ

LOBZANG GYAMBA

TANZIN DANDUP