Construction of Steel Foot bridge over jabbar khad on Danni ladori path Nurpur Forest Range

Amount

Excavation work by mechanical means ( hydraulic excavator) manual means in foundation trenches or drians (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms,lift upto 1.5m,including getting out the excavated soil and disposal of surplus excacated soils as directed,within a lead of 50 m. in all kind Soil

Excavation work by mechanical means ( hydraulic excavator) manual means in foundation trenches or drians (not exceeding 1.5m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms,lift upto 1.5m,including getting out the excavated soil and disposal of surplus excacated soils as directed,within a lead of 50 m. All kind of Soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering:- All work up to plinth level:1:4:8 (1Cement : 1 coarse 4sand: 8 graded stone aggregate 40 mm nominal size).curing complete excliding the cost of form work in foundationi/c ramming & curing complete

Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering:- All work up to plinth level:1:5:10 (1Cement : 5 coarsesand: 10 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering:- All work up to plinth level:1:3:6 (1Cement : 3 coarsesand: 6 graded stone aggregate 40 mm nominal size)

Providing and laying cement1:5:10(1 Cement : 5 sand: 10 graded stone aggregate 40 mm nominal size) in retaning walls,returnwalls,walls(any thickness)including attached pillasters,columns,piers,abutments,string or lacing courses,parapits,coping,bed blocks etc.up to floor five level (1 Cement : 5 coarse sand: 10 graded stone aggregate 40 mm nominal size)

Providing and laying cement1:1.5:3(1 Cement : 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced concrete work in foundation and plinth.a)Wall(any thickness but not less than 0.10m thickness attached.pillasters,buttresses,plinth and string courses etc.from top foundation level upto two level,

Centering and shuttering including strutting.propping etc.and removal of form for:retaning walls,returnwalls,walls(any thickness) including attached pillasters,buttresses,krebs and steps etc.

Providing mild/tor steel i/c bending,binding and placing in postion complete upto floor two level.

Providing and laying in cement1:2:4(1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth

Steel work bolted in built up sectioni/c cutting,hoisting and placing in postion complete

Boulder filling behind retaining and breast wall.

Providing and fixing of PVC Pipe of 100mm dia for weep holes complete in all respect

filling available excavated earth(excluding rock)in trenches,plinth,sides of foundatation etc in layers not exceeding 20cm in depth consoludating each layers by ramming and watering of earth lead upto 50m anf lift upto 1.5 m

wire crates of GI Wire filled with boulders with square cut face againsts the wire (wire crates to be measured & paid for separately

wire crates of GI Wire filled with boulders with square cut face againsts the wire (boulders filling is to be measured & paid for separately GI wire 04 mm thick corresponding to SWG-8(15CMX15CM)mesh

SURYAWANSHI GENERAL ORDER SUPPLIER