||Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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-All kinds of soil.
||supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
||Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level:- 1:3:6 (1 cement : 3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size)
||providing and laying cement concrete of specified grade excluding the cost of centering & shuttering all works upto plinth level with 1:2:4 (1 ceemnt : 2 fine sand: 4 graded stone aggregate 20 mm nominal size)
||Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- All work up to plinth level 1: 1.5:3 (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size).
||Reinforcement for R.C.C work including straightering, cutting, bending placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
||First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 (1 ceemnt : 4 fine sand)
||Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 (1 cement : 4 fine sand).
||12 mm cement plaster of mix : In cement mortar 1:4 (1 cement : 4 fine sand) including neat cement punning.
||Centring shuttering including struttings, propping etc and removal of form work for: Foundations, footings, bases for columns etc for mass concrete with timber plank.