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 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

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).

Supplying, straightening, cutting, bending & binding and tying the grills of HYSD bars of approved quality and placing in position including cost, conveyance of HYSD bars and binding wire 18 to 20 gauge, loading, unloading, cess, T&P, etc. complete as per direction of Engineer-in-Charge.

Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within lead of 1 Km on properly prepared and scientifically approved surface for construction of embankment including spreading and leveling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dam and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area including royalty of earth etc. complete as per the direction of Engineer-in-charge. (Measurement of the fill to be taken on the finished level section)

Collecting, coveying, supplying and stacking of moorum in regular box heaps of size 1.5x1.5x5m to be measured as one cum including all cost, all labour, conveyance, royalty, loading and unloading of all materials, cess, T&P, etc. complete as per direction of the Engineer-in-charge.

Filling in foundation & plinth with excavated materials well watered and rammed with all leads, lifts & delfts including T&P, cess, etc. complete as per direction of the Engineer-in-charge.

Rough stone dry packing in aprons and revetments with H.G. crosser broken stones of 15 cm & above size of approved quality from approved quarry placing in proper line and level with all leads, lifts and delfts, including cost, conveyance, royalty, loading and unloading of all materials, Cess, T&P, etc. complete as per direction of the Engineer-in-charge.

Providing weep holes in brick masonry/ plain/ Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing including cost, conveyance, royalty, loading and unloading of all materials, curing, cess, T&P, etc. complete as per direction of the Engineer-in-charge.