Permanent restoration of road From Doongi block boundary to Namblan PKG.No.JK-12-208

Earth work in excavating for structure as per drawings and technical specifications clause 301.2 including setting out construction of shoring and bracing, removing of slupms and other delirious material and disposal upto lead of 50 mtr, dressing of sides and bottom and back filling in trenches with excavate suitable material including de-watering if any upto 3 mtr depth in all kinds of soil

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 : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Polygonal/Random Rubble masonry uncoursed brought to course in 1:6 fine sand mortar in foundation and plinth width cement mortar 1:6

Polygonal/Random Rubble masonary laid dry uncoursed brought to course in foundation and plinth with bound stone

Drain/slip clearance in soil mixed with mouram/kankar/shingle/boulders disposal lead up to 50m and lift upto 1.5 m

Providing and laying coping/flooring 50 mm thick with cement concrete in 1:2:4 mix with 20 mm nominal size and curing complete

Back filling behind R/wall abutment wing wall Return wall with available stone form earthwork complete as per drawing and technical specification clause 1204.38 labour rate

Centering and shuttering including strutting,propping etc and removal of form work in foundation, footings etc mass concrete

Providing and filling hand packed stone in wire crates including cost of stone and crates (NSI)