C/o link road from Kadharghat to Ganvi km. 0/00 to 2/150

Cutting in earth work 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 of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering where ever required.setting to the required line, grades, side slopes trimming bottoms and level as shown on the drawing as directed by the Engineer-in-Charge at site according to HP PWD specifications of 1990 (One thousand Nine hundred Ninety) Volume-1 and sorting out useful/un-useful materials and stacking the same in all leads and lifts and transportation of the unuseful materials for filling in road ways, embankments for grades improvements and leveling to the required grades and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and all lobour machinenes, materials, tools equipments and safety measures and incidentals necessary to complete the work by mechanized means and labour (if any required). The cost of all useful matenals such as stones, shingles, aggregates, and slates shall be sorted out and stacked along road side, which shall not be less than one tenth of the jumper work and one sixth of ballasting work (soft rock) one third of blasting work (Hard roack) 780.56 cum qty which shall be proportionately increases/decreases as the antity of earth work increase/decrease in all cases recovered from the contractor at the rate of Rupees 300/- (Three hundered only) per cubic meter shall be effected, 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 respects

Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring the bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr. dressing of sides and bottom and back filling in trenches with with excavated suitable material

Providing and laying of boulder apron laid in wire crates with 4mm dia. G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joint laid with stone boulder weighing not less than 25 kg each as per drawing and technical specification clause 1301