Upgradation of Internal Road Stakna.(By way of edges protection ) Under District Plan.

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

Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5m in width or10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

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 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).

Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up inembankments for roads, flood banks, marginal banks and guide banksor filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil

Carriage of Material from source to site by M.T including loading, unloading and complete Job. a) Cement an average lead of 28km

b) Sand an average lead of 10Kms

c) Stone aggregate an average lead of 12Kms

d) Stone an average lead of 10km

e) earth an average lead of 01km