Storm water Drain in different wards of Marh Town.

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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge in all kinds of soil

Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 aggregate 40mm nominal size

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipeswith collars jointed with stiff mixture of cement mortar in the proportionof 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete300 mm dia. R.C.C. pipe

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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 level 1:1½:3 (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 upto plinth level. Hot rolled deformed bars

Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively )50m and 1.5m respectively wet

Providing and laying 60mm thick factory made cement concrete interlocking paver block in M30 Grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with cement sand 1:4 mix & watering etc. all complete as per direction of Engineer-in-charge.including disposal of excavated earth including all leads, lifts and carriage of material by MT / H.L.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix)