Construction of 6 ACR in Jharkhand Residential Girls School Under Rahe Block

Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.

Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume).

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume).

Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l.

Providing and laying in position cement of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-lll) :6 gradde stone aggregate 20 mm nominal size)

Providing and laying in position cement of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-lll) :4 gradde stone aggregate 40 mm nominal size)

providing and laying in position specified grade of reinforced cement concrete ,excluding the cost of centering ,shuttering, finishing and reinforcement - All work up plinth level. 1:1.5.3 (1 cement :1.5 coarse sand (zone-lll): 3 graded stone aggregate 20mmnominal size)

reinforced cement concrete work in walls (any thickness), including attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers , abutments, posts and struts etc. above plinth level up to floor five level , excluding costo of centering, shuttering , finishing and reinforcement: 1:1:5:3 (1 cement :1.5 coarse sand(zone-lll) :3 graded stone aggregate 20mm nomimal size)

reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies , shelves , chajjas , lintels , bands, plain windows sills, staircases and spiral stair cases above plinth level up to floor five level , excluding the cost of centering , shuttering , finishing and reinforcement, with 1:1:5:3 (1 cement :1.5 coarse sand (zone-lll) : 3 graded stone aggregate 20 mm nominal size )

reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies , shelves , chajjas , lintels , bands, plain windows sills, staircases and spiral stair cases above plinth level up to floor five level , excluding the cost of centering , shuttering , finishing and reinforcement, with 1:1:5:3 (1 cement :1.5 coarse sand (zone-lll) : 3 graded stone aggregate 20 mm nominal size )