Construction of Residential School Based on Netarhat awasiye Vidyalaya/Indira Gandhi Balika Awasiye Vidyalaya at Nawadih Block Bokaro District of North Chotanagpur division of Jharkhand

Earthwork excavation for foundation trenches in hard soil abnd disposal of excavted earth as obtained to a distance upto 50M. including all lits, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and and direction of E/I

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

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

Providing designation 75A brick work in C.M (1:3) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I

Providing 250 mm thick brick jali in cement mortar (1:8) in super structure with designation 75 A brick Ground Floor

Providing designation 100A brick work With fly ash lime brick (FLAG) Confirming to IS 12894-1990 in C.M (1:6) in Foundation with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I

Providing designation 100A brick work With fly ash lime brick (FLAG) Confirming to IS 12894-1990 in C.M (1:6) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E//I Ground Floor

Providing designation 112 mm thick reinforced designation 100A brick work With fly ash lime brick in C.M (1:4) in super structure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, costs of screening, materials, scaffolding, raking out joints to 15mm depth curing, taxes and royalty 9but excluding the cost of reinforcement) all complete as per building specification and direction of E//I Ground Floor

Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size exceeding 95 sq mm but not exceeding 185 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.