Constt of Well in the land of Venna Devi W no 5

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil @90%

Ordinary rock @10%

Providing and laying in position cement conc. Of specified grade in 1:5:10 mix

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Randam rubble masonary with hard stone in foundation and plinth including levelling up with cement conc.1:6:12 upto plinth level and curing complete with cememt mortar 1:6

Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Pumping out water caused by springs, tidal or river seepage, broken water mains ordrains and the like.

Carriage of Sand & Agg with avg. lead 25 km by M.T.

Carriage of boulders avg. lead of 2kms

Add cost of Sign board (Subjected to Actual)