Permanent Restoration for PMGSY road to Upper Arai,Tehsil Mandi,District Poonch

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil :

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 :

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with :1:5:10 ( 1 cement :5 coarse sand :10 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 up to plinth level with :1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)with 20% stone

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses,string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)with 20% stone

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

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

Stone Filling in wire crates , including cost of wire crates and all carriages upto site of work complete.

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc.

Dumping stone including cost of stones. On Horizontal on level.

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-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe

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-4 class (Heavy duty) R.C.C. pipes.600 mm dia. R.C.C. pipe

Carriage of material by M.T incl loading/unloading & stacking complete

Sand/Stone agg. below 40 mm nominal size avg. lead 15 Km by MT

Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.900 mm dia. R.C.C. pipe avg. lead 90 km by MT

Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.600 mm dia. R.C.C. pipe avg. lead 90 km by MT

Stone avg lead lead 05 km by MT