Renovation of Kadua DC from RD 20700m to 26600m including construction of FLB across link drain near village Sutana and FLB cum sluice across Suara nallah near village Telikuda.

Excavation in both wet and dry condition by mechanical means of all kinds of soil including stony earth, gravel & moorum etc. inter spread with boulders up to 1/2 cum size with all leads, lifts, delifts, handling and rehandling etc. complete including trimming of slopes & bed to design section & depositing the excavated materials away on both side of the drain including spreading, leveling the earth in layers not exceeding 22.5 cm including hire & running charges of all machineries, T& P, cess etc. complete as per direction of the Engineer-in-charge. (Measurement will be recorded in level section only)

Excavation in both wet and dry conditions by mechanical means of all kinds of soil including stony earth, gravel & moorum, etc. inter spread with boulders up to 1/2 cum size with all leads, lifts, delifts including trimming of slopes and bed to design section and depositing the excavated materials including loading, unloading and transportation by mechanical means with an initial lead of 1 km from the place of excavation including levelling and rough dressing as per the specification and design with cost of hire charges of all machineries, T & P, operations maintenance cost with all leads, lifts and delifts etc. complete with all taxes, labour, cess with all cost incidental to the work as per drawing specification and direction of the Engineer-in-charge. (Measurement will be recorded in level section only).

Excavation of foundation by mechanical means in all kinds of soil with initial lead, lift and rehandling including rough dressing and leveling the bed and sides of foundation and disposal of the excavated materials with all leads, lifts and delfts & breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.30m in depth including dewatering, shoring and shuttering, cess etc. complete as per direction of the Engineer-in-charge.

Filling in foundation and plinth with sand well watered and rammed to proper level including cost, conveyance, royalty of sand, cess, T&P etc. complete in all respect as directed by the Engineer-in-charge.

Random rubble hard granite stone masonry of approved quality from approved quarry in sand grouted in foundation & plinth with all leads, lifts & delfts & well watered and rammed in foundation trench including cost, conveyance, royalty, loading and unloading of all materials with cess, T&P, etc complete as per direction of the Engineer-in-charge.

Cement concrete M-15 grade with crusher broken hard granite chips of size 40mm & downgraded of approved quality form approved quarry, mixing by concrete mixer and placing manually in proper position, with all leads, lifts and delifts, compacting with vibrators including cost, conveyance, royalty, loading and unloading of all materials, curing, cess, T&P, etc. complete as per direction of the Engineer-in-charge.

Cement concrete M-25 grade with crusher broken hard granite chips of size 20mm & downgraded of approved quality from approved quarry mixing by concrete mixer and placing manually, with all leads, lifts and delifts, compacting properly, including cost, conveyance, royalty, loading and unloading of all materials, curing, cess, T&P, etc. complete as per direction of the Engineer-in-charge.

Cement concrete M-20 grade with crusher broken hard granite chips of size 20mm & downgraded of approved quality from approved quarry mixing by concrete mixer and placing manually, with all leads, lifts and delifts, compacting properly, including cost, conveyance, royalty, loading and unloading of all materials, curing, cess, T&P, etc. complete as per direction of the Engineer-in-charge.

Rigid & smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost, conveyance of all materials, cess, labour, T&P, etc. complete as per direction of the Engineer –in –Charge. (i) R.C.C foundation and plinth band, footings, bases of columns, mass concrtet etc.

Providing formwork for concrete with F2 finish for all permanently exposed surfaces not prominently exposed to public view such as in galleries, adits, bridges, retaining walls, open spillways with steel shutters or ply wood shutters including supply of rigid tie and supports with all labour, materials, cess, labour and T& P complete including finishing complete as directed by the Engineer-in-Charge. (abrupt surface irregularities over 5 mm and gradual over 10 mm measured with 1.5 m templet is not permitted).