C.C. Lining Work of Ant Dy. from Km. 0.000 to Km. 35.088, Behta Dy From Km 0.000 to Km 15.200, Ratanpur Dy. from Km. 0.000 to 22.732 Km.,Usari Mr from Km. 0.000 to 8.812 Km., and Sahar Dy from Km 0.000 to Km 35.800

Amount

Uprooting sarpat, Moonj and Jhunds from canal bank including its disposal and cost of all labour, T&P etc. required for proper completion of the work as per direction of Engineer- in- charge.

Earth work in Cutting or in embankment in ordinary soil , excavation to be in the form of irregular pits and earthwork in embankment to be in 20 cm. layers including ramming and dressing the surface to the required level and slopes and also including 1.50 m lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30 m distance also including manual Compaction of earth as direction of Engineer-in-charge .

Earth work in foundation in dry ordinary soil (Loam, clay or sand) including lift upto 1.50 m and lead upto 30 m and including filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth including manual Compaction of earth as direction of Engineer-in-charge.

Preparation of subgrade excluding cost of earth work including cost of all labour, T&P etc. required for proper completion of the work as per direction of Engineer- in -charge.

Centering and shuttering for P.C.C. work including cost of labour material and T&P etc. for proper completion of the work as per direction of Engineer- in- charge.

P.C.C. work 1:2:4 C.C. with cement, coarse sand and 20 mm stone grit with mechanical mixing, compaction with vibrator & proper curing including all materials, labour, T&P etc for proper completion of work as per direction of Engineer-in-Charge.

Supplying and Laying local Sand including cost of all materials, labour and T&P, etc required for proper completion of work as per direction of Engineer-in-Charge.

Cement plaster 12.5 mm thick in 1:4 Cement mortar on local Sand with proper finishing including all materials, labour and T&P, etc required for proper completion of work as per direction of Engineer-in-Charge.

Supplying & Laying LDPE film 200 micron of 1st grade including all materials, labour, T&P etc required for proper completion of work as per direction of Engineer-in-Charge.

Laying 75 mm thick Cement Concrete in lining work with paver machine with 1:2:4 cement, coarse sand and 20 mm stone grit with mechanical mixing, compaction with vibrator & proper curing including all materials, labour, T&P etcrequired for proper completion of work as per direction of Engineer-in-Charge.

Laying Cement Concrete 1:3:6 cement, coarse sand and 20 mm stone grit with mechanical mixing, compaction with vibrator & proper curing including all materials, labour, T&P etc required for proper completion of work as per direction of Engineer-in-Charge.

Providing and Laying in position bitumen mix filler of Proportion of 80 kg hot bitumen,1kg of Cement and 0.25 Cum Coarse sand for Expansion Joint including all materials, labour, T&P etc required for proper completion of work as per direction of Engineer-in-Charge.

Supplying and laying of bituminious Solution Primer on Cement Concrete Surface at 0.27 litre Per Sqm. With all Materials, labour and T&P etc. required for proper completion of work as per direction of Engineer-in-Charge.

Supply and Fixing of (125- 150 ) mm R.C.C. NP-3 outlet pipe including cost of labour material and T&P etc. required for completion of the work as per direction of Engineer-in-Charge.

Supply and Fixing of (75- 100 ) mm R.C.C. NP-3 outlet pipe including cost of labour material and T&P etc. required for proper completion of work as per direction of Engineer-in-Charge.

Construction of Outlet Tailwall including Base Concrete in 1:4:8,tail wall brick work including cost of labour material and T&P etc. required for proper completion of work as per direction of Engineer-in-Charge.

SHAKTI BUILDWELL