PROVISION OF CERTAIN REVENUE AND MINOR WORKS AT CHH SAMBHAJINAGAR MIL STATION UNDER GE(S) AHILYANAGAR

M&L for Surface excavation n. exc 30 Cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed.

Removal excavated soil exc 250m but not exc 500m and depositng where directed at a level not exc 1.5m above the starting point complete all as specified and as directed.

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/manually, in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m in depth, including getting out the excavated soil and disposal of surplus excavated soil, within a lead of 50 m all as specified and as directed.

Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm thick, in any type of soil complete all as specified and as directed.

Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/manually, in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift exceeding 1.5 m but not exc 3m in depth , including getting out the excavated soil and disposal of surplus excavated soil, within a lead of 50 m all as specified and as directed

M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation and mass concrete complete all as specified and as directed.

Filling under floors including spreading, levelling, ramming and watering in layers not exc.25 cm thick complete all as specified and as directed.

M&L for moorum filling in floors or paving, laid in layers not exc 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

M&L for hardcore of gauge exc 63 mm nut not exec 100 mm size of broken stone or boulder, deposited, spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

M&L for 75 mm thick plain cement concrete, 1:4:8 type D2, using 40 mm graded stone aggregate as in sub base complete all as specified and as directed.