Construction of Boundary wall at High School Batafojan

Engagement of JCB for clearance of site, surface dressing, removing of all unserviceable material dismantling, disposal of all unserviceable materials as per Directions of Engineer Incharge (Subject to Actual)

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock

Providing and laying stone soling duly hand packed in maintaning level and section including all carriages complete

Providing and laying in position cement concrete 1:4:8 (1 Cement:4 Corase sand: 8 grade stone aggregate 40 mm nominal size crushed including curing but excluding the cost of centring and shuttering. All work upto plinth level including all carriages complete

Providing and laying in position cement concrete 1:2:4 (1 Cement:2 Corase sand: 4 grade stone aggregate 20 mm nominal size crushed including curing but excluding the cost of centring and shuttering. All work upto plinth level and above plinth level upto required height including all carriages complete

Centering and shuttering including strutting, propping etc and removal of form work for foundations, footings, bases of columns etc

Brick work with common burnt clay bricks of class designation 7.5 in Super structure above plinth level upto floor V level in Cement mortar 1:6 ( 1 cement : 6 fine sand) including loading unloading etc including all carriages complete

15 mm cement plaster 1:4 (1 Cement:4 Fine Sand) including all carriages complete

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface and Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)