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ESTIMATION
Earth work excavation in all kinds of soil (except hard rock required blasting ) by mechanical means (Hydraulic excavator) / manual means over areas including disposal of excavated earth, dressing of sides and ramming of bottoms as directed by site in charge, lead upto 50 m and lift upto 3m, disposed earth to be levelled and neatly dressed.
19 m3 @ Rs 400 / m3 = Rs 7600/-
EARTH FILLING
Filling with approved good quality earth in plinths, area levelling etc. in layers each not exceeding 200mm in depth, breaking clods, watering, compacting each layer with vibratory compactor and at inaccessible places with wooden/steel rammer to achieve.
17.5 m3 @ Rs 300 / m3 = Rs 5250/-
P.C.C 1:3:6
Providing and laying plain cement concrete (P.C.C ) 1:3:6 (1 cement: 3 M. sand : 6 coarse aggregate) using 40mm hard broken granite stones of required thickness for foundation, rafts, plinth beams, at plinth level, levelling course and all locations, etc. The rate including cost and conveyance of all materials, labour, form work, base preparation, consolidation, curing, all leads and lift etc complete as directed by the Engineer-in-charge.
4.05 m3 @ Rs 6850 / m3 = Rs 27743/-
RANDOM RUBBLE MASONRY 0.45 DEPTH
Random rubble masnory in CM. 1:5 using machine cut RR stone of nearest available size for basement work , fins etc. including scaffolding curing, racking joints, cost, conveyance of all materials and all labour charges etc. complete.
16.05 m3 @ Rs 1625 / m3 = Rs 26000/-
RANDOM RUBBLE MASONRY 0.6 DEPTH
Random rubble masnory in CM. 1:5 using machine cut RR stone of nearest available size for basement work, fins etc. including scaffolding curing, racking joints, cost, conveyance of all materials and all labour charges etc. complete.
9 m3 @ Rs 1625 / m3 = Rs 14625/-