Construction of New Class Room 3 ACR in the Campus of Jharkhand Balika Aawasiya Vidyalaya Mandar Ranchi

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.

Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B)

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).

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 after cutting 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 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.

Providing Designation 100A B/W with Fly Ash Lime Brick (FALB) conforming to IS 12894-1990 (9"x4.5"x3") in cement mortar (1:6) in Superstructure with clean coarse sand of F.M. 2 to 2.5 including 10mm thick mortar joints,cost of screening, raking out joints to 15 mm depth, curing, taxes and 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 : 1:2:4 (1 cement : 2 coarse sand (zone-lll) :4 gradde stone aggregate 40 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 : 1:3:6 (1 cement : 3 coarse sand (zone-lll) :6 gradde stone aggregate 40 mm nominal size)

1:4:8 (1 cement : 4 coarse sand (zone-lll) :8 gradde stone aggregate 40 mm nominal size)