Permanent Restoration of road from Kulwanta Block Boundary Ramnagar to Joffer-1 JK14246 Under SASCI

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil=70%,Ordinary Roak=30%

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

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)using Nallah Stones

Polygonal Rubble masonry brought to course, laid dry, with nallah stone, in substructure, incl. cost of through / Bond stones.

Providing /Laying of boulder apron laid in wire crates with 4mm dia GI wire confirming to IS:280 &IS:4826 IN 100mm mesh(woven diagonally) including 10% exta for laps and joints laid with stone boulders weighing not less than 25Kg each as per drawing and technical specification clause 1301 (Incl. Cost of Crates)

Dumping stones including hand packing and cost of stones in horizontal or level

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

Providing and laying non-pressure of specified class R.C.C. NP-3 pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.1000 mm dia. R.C.C. pipe (laying by manual/mechanical