Permanent Restoration of Zachaldara to Satkuji road Package No JK08 76

Part I (CC Drain)

Earthwork in excavation by mechanical means (hydralic Excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upyo 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils)

P/L of approved granular material bedding in foundation trenches as per clause 1105

centering and shuttering including strutting propping etc and removal of same for Foundation, Footings,Bases for Columns

Providing and laying in position cement conc of specific grade inc curing but excluding the cost of centering and shuttering.All works upto plinth level.PCC M10 Grade ( 1:3:6) 1cement :3Course sand :6 graded stone aggregates 40mm nominal size

P/Laying in position cement conc of specific grade including curing but excluding cost of centering and shuttering all works upto plinth level Pcc Grade M15 1:2:4 (1cement :2 Course sand :4 Graded stone Aggregates 40mm nominal size )

Back filling with granular material back side of walls including cost of material Complete Job

Providing and laying cement concrete flooring 50mm thick 1:2:4 (1cement:2course sand:4Graded stone Aggregates with 20mm nominal size stone aggregates) finished with a floating coat of neat cement incl.cement slurryand curing complete but excluding cost of nosing of steps etc

Part II

Protection Work R-Walls

Earthwork in excavation by mechanical means (hydralic Excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upyo 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils)

Random rubble masonry with hard stones in foundation and plinth laid in 1:6 mortar(1 Cement :6 Course sand) incl levelling up with cement concrete1:6:12 (1 cement :6 Course sand : 12 graded stone aggregates 20mm nominal size ) up to plinth level and curing complete

Dry random rubble masonary with hard stones in foundation and plinth with bond stone

Back filling with granular material back side of walls including cost of material Complete Job

Back filling behind R walls etc of embankment with approved material obtained for borrow pit.

P/Laying in position cement conc of specific grade including curing but excluding cost of centering and shuttering all works upto plinth level. Pcc Grade M15 1:2:4 (1cement :2 Course sand :4 Graded stone Aggregates 40mm nominal size )

Pipe culvert

Earthwork in excavation by mechanical means (hydralic Excavator )in trenches for foundation,drains,pipes cables etc. (not exceeding 1.5m in width) and for shafts,wells,cespits and the like not exceeding 10sqm on plan including dressing of sides ramming of bottoms lift upyo 1.5 m including getting out excavated earth and disposal of surplus excavated earth within the lead of 50m (all kinds of soils)

P/L of approved granular material bedding in foundation trenches as per clause 1105

Providing and laying in position cement conc of specific grade inc curing but excluding the cost of centering and shuttering.All works upto plinth level.PCC M10 Grade ( 1:3:6) 1cement :3Course sand :6 graded stone aggregates 40mm nominal size

Providing and laying non-pressure of specified class R.C.C. 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.Non-pressure NP-3 class (Medium duty) R.C.C. pipes 450 mm dia. R.C.C. pipe(laying by manual/Mechanical means)

P/Laying in position cement conc of specific grade including curing but excluding cost of centering and shuttering all works upto plinth level Pcc Grade M20 1:1.5:3 (1cement :1.5Course sand :3 Graded stone Aggregates 40mm nominal size )

Back filling with granular material back side of walls including cost of material Complete Job