Construction of foundation and Equalization tank for installation of 50 KLD STP at New Colony GCF Estate, Jabalpur.

Amount

Excavating in trenches in hard dense soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all as directed.

M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface as directed.

Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed (Solid Material).

M&L Cement concrete Type B2 1:2:4 40 mm graded aggregate foundations, filling and mass concrete all as directed.

Mild steel bars 10mm dia TMT bar over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia as directed.

M&L Reinforced cement concrete (design mix) in Type M-20 20mm graded aggregate for Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached plasters and buttresses for doing work in water retaining structures as directed.

M&L for Formwork to sides of flat concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work as directed.

NAARIP ENGINEERS

VIPIN CONSTRUCTION

Sanjay Kumar Rai