Construction of Retaining wall at the Playground of NIT Meghalaya Permanent Campus, Saitsohpen, Sohra

Amount

Earthwork in excavation by y Mechanical means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and emoval Of surplus earth with all lead and lifts as directed and specified for the following classification of soils. All kinds of soil (ordinary soil/ hard soil/ dense soil)

Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 in With available excavated earth

Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately) 1 :4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 20 mm nominal size)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 m nominal size) up to plinth level with Cement mortar 1 :6 (1 cement: 6 coarse sand

Random rubble masonry with hard stone in superstructure above plinth level and up to First floor level, including levemng up with cement concrete 1 :6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) at window sill, ceiling level and the like Cement mortar 1 :6 (1 cement: 6 coarse sand)

Providing and fixing hard drawn steel wire fabric …………... all complete

SHRI RUDOLF G KYNDIAH