Repair to Damaged Grouting of Main canal DR 9km 35 KM by way of Repairing canal lining near SDM Office Under SDP

Earth work in excavation by mechanical means (Hydraulicexcavator ) overareas (exceeding 30cm indepth,1.5minwidthaswellas10sqmonplan) includin getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m,asdirected by Engineer-in-charge.All kinds of soil

Raking out joints in lime or cementmortar and preparing the surface for re-pointing or re-plastering, including disposalo frubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.

Demolishing cement concretemanually /bymechanicalmean sincluding disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Dumping Stone including cost of stone in Horizontal on level

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5: 3(1 cement : 1..5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more..

Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

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

Carriage of materials from source to site of work. Cement avg. lead 20 km.

Sand avg. lead 15 km.

Stone avg. lead 5 km.

Aggregate avg. lead 15 km.

steel avg 20km