Construction of road from Attoli to Chella road,Tehsil Mandi,District Poonch by way of Earth Work in Cutting,Cross Drainage,Walling, Providing and Laying of 150 mm thick WBM Grade-II,75mm thick WBM Grade-III

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil All kinds of Soil 60% ,Ordinary Rock = 30% & Hard rock =10%(Blasting prohibited )

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

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

Supplying and stacking at site Graded crushed stone aggregate of size

63 mm to 45 mm

53 mm to 22.4 mm

Stone Screening of size

13.2 mm nominal size (Type A)

11.2 mm nominal size (Type B)

Supplying and stacking at site Good Earth

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

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

Sand/Stone agg. below 40 mm nominal size avg. lead 17 Km by MT

Stone agg.above 40 mm size avg. lead 17 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

Stone avg lead lead 10 km by MT