PROVN OF 03 X TOILET BLOCK NEAR TRG AREA WITH PATHWAY AT SW DIV AND 01 X TOILET BLOCK AT BGFFR AND 01 X TOILET BLOCK AT TRG AREA OF CR II WITH PATHWAY AT PW DIV AT THE INF SCHOOL, MHOW UNDER GE MIS MHOW

Surface excavation n.exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator)/ 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, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge

Add to item No-3 above for each additional 1.5 m or part thereof in depth beyond the first 1.5 m.

M&L for PCC 1:4:8 type D2, using 40mm graded stone aggregate, as in foundation filing,sub base of floor, etc complete all as specified and directed

M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally and binding with and including mild steel wire (annealed) not less than 0.90 mm dia, etc complete all as specified and directed.

M&L for Mild steel bars (TMT bars) 5mm dia and over upto and including 10mm dia in strriups,spaces,nibs and binders complete all as specified and directed.

M & L for use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter finished fair complete all as specified and directed

M&L RCC M-25 (Design Mix) using 20 mm graded stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed

Returing, filling in trenches, incl spreading, levelling, watering and well ramming in layers not exc 25 Cm in hard/dense soil complete all as specified and directed.