Construction of 08 Rooms Along with a Boundary Wall and Main Gate at KSGM College, Nirsa Block, Dist. Dhanbadv

5.1.1Earthwork 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.

5.1.2Extra for earth work in hard soil as per specification and direction of E/I (Vide classification of soil item\_B)

5.1.7Earth Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50Mand lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

5.1.10Providing 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).

5.6.3Providing 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.

5.3.1.5Providing and laying in position cement concrete 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-III):6 grade stone aggregate 20 mm normal size)

5.2.6Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.

5.3.5Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). damp-proof course 50 mm thick

5.3.9.1Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering,shuttering ,finising and reinforcement- all work up to plinth level,1:1.5:3(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm normal size).

5.3.10Reinforced cement concrete work min wall (any thikness), including attached pilasters,buttresses,plint and string courses,fillets,column,pillars,piers,abutments,posts and struts etc. above plint level up to floor five level, excluding cost of centering, shuttering ,finishing and renforcement: 1:1.5:3( 1 cement : 1.5 coarse sand (zone-III) :3 grade stone aggregate 20 mm normal size).