Construction of road from Sanga Sahib to Katha Upper Kotedhara ( Balance Work) by way of Construction R/B Wall,Created wall, Pacca Drain, Providing and laying GSB, WBM Gr-II ,150 mm thick in two layers (75mm thick each),Gr.III in single layer, 25m

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in average fixed classification as, 80% All kind of soil,10% Soft Rock & 10% Hard rock (Required blasting ) including disposal of surplus, excavated earth as directed by engineer- in-charge at site for safe disposal of same without damaging private/public property and all required leads/lifts and carriage. (Complete job)

Slips of Slips/clearence In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 mtr including disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil)

Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed

Dry random rubble masonry with hard stone in foundation and plinth: e. Without bond stone

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 75 mm diametre

Stone filling hand packed in horizontal on level including cost of stones.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.