Permanent Restoration of road from L036-LINK FROM KM 2ND OF L035 TO RICHWA JK12-401, MRL01- Chatyari To Nadyala JK12-3007

L036-LINK FROM KM 2ND OF L035 TO RICHWA JK12-401 Earth work in excavating for structure as per drawing and technical specification clause 301.2 including setting out construction of shoring and bracing, removal of slumps and other delirious material and disposal up to a lead of 50mts dressing of sides and bottom and back filling in trenches with excavate suitable material including dewatering if any up to 3mts depth in AKS

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 with Cement mortar 1:6 (1 Cement : 6 coarse sand)

Polygonal/Random Rubble Masonry Laid Dry uncoursed brought to course in foundation and plinth With bond stone .

Providing and laying Coping/flooring 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Hand packed stone filling in wire crate including cost of crates complete all Job

Back filling behind R/wall Abutment wing wall Return wall with available stone from earthwork complete as per drawing & technical specification clause 1204.3.8 labour rate.

Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings etc. mass concrete.

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