Construction of addl. VRB at RD.1.720Km of Tandabai Minor Canal.

Earth work in excavation of foundation in hard soil with in 50mt initial lead and initial lift 1.50mt inicluding rough dressing and breaking clods to max 5cm to 7cm and laying in layer not exceeding 0.30 mt depth as per the direction of Engineer-in-Charge.

Filling in foundation and plinth with sand, watered and rammed including cost , carriage and royalty of materials etc complete in all respect and as per the direction of the Engineer-in-Charge.

Providing and laying cement concrete of grade M10 with 40 mm size CBHG metal of approved quality including cost,conveyance,royalty of materials with all labour charges, T and P,Cess etc complete in all respect as per the direction of the Engineer-in-Charge.

C.C. / R.C.C. works of M-15 grade with 20mm. and down grade black hard granite Crusher broken stone chips including hoisting and laying over prepared surface with ramming and including cost, conveyance and royalty of all materials and curing upto required period etc. complete and as per direction of the Engineer-in-Charge.

Providing and laying cement concrete of grade M20 with 20mm and down graded crusher broken hard granite coarse aggregate with supply of all materials labour and machinaries including hoisting and laying etc completeand as per the direction of the Engineer-in-Charge.

Rigid smooth centering and shuttering for C.C / R.C.C works in canal structures including false works and dismantling the same after specified date of casting including cost, conveyance and royalty of all materials and disposal of debries and clear of worksites etc. complete and as per direction of the Engineer-in-Charge.

Supplying,fitting and placing uncoated HYSD bar for R.C.C. works including cutting, bending and binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge etc complete and as per the direction of Engineer-in-Charge .

Earth work in hard soil or gravelly soil with one extra lead over the initial lead of 50 mt and initial lift of 1.50mt inicluding rough dressing and breaking clods to max5cm to 7cm and laying in layers not exceeding 0.30mt in depth and as per the direction of the Engineer-in-Charge.

Earth work filling in foundation and plinth with excavated materials with watering and ramming etc.completed in all respect and as per the direction of the Engineer-in-Charge.