CONSTRUCTION OF DRB AT KM 7.000 OF CHAMRAURA DRAIN

Amount

E/W in excavation in foundation of abutment, piers in all type of soil including all lead & lift T & P etc & back filling complete in all respect including filling around spill through abutment & in approaches on both sides for 200M length

Providing & constructing Temporary island for construction of well foundation

Providing and laying M-15 Plain cement conc. in bottom plugs with 363kg/Cum Cement content for under water Conc. Including all material & labour T & P etc complete in all respect with shuttering

Reinforced cement conc. In M25 grade controlled concrete in well curbs of abutment & piers well steining well caps super structurs etc including all material & labour T & P etc complete in all respect with shuttering

M30 grade RCC in controlled conc. In wearing coat and approach slab including all material & labour T & P etc complete in all respect with shuttering

Providing bending, binding, cutting & placing in postion tor steel reiforcement including cost of steel and binding wire.

Structural steel fabrication including supply as per IS 800 in well curbs including all material & labour , T & P etc complete in all respect.

Providing & installing Neoprene bearing pads as per IRC-83(Part II) sets including all material & labour, T & P etc complete in all respect.

Expansion joints in superstructure including all material & labour, T & P etc complete in all respect

Supplying & fixing drainage spouts 100mm dia including all material & labour, T & P etc complete in all respect.

Sinking of well (from Bottom of cutting edge) in all type of strata available at site of work, for foundation piers and abutments including cost of labour, Equipment, Supplying and erecting working plants required as well as loading and unloading of weights, disposal of mud with in all lead of 60 M and tilts & shifts and kentledge application of kentledge of required as per direction of Engineer in charge, for proper completion of the work as per drawing & technical Specification. (a) Rate of Circular type well sinking of external dia meter 3.50 Meter

Sinking of well (from Bottom of cutting edge) in all type of strata available at site of work, for foundation piers and abutments including cost of labour, Equipment, Supplying and erecting working plants required as well as loading and unloading of weights, disposal of mud with in all lead of 60 M and tilts & shifts and kentledge application of entledge of required as per direction of Engineer in charge, for proper completion of the work as per drawing & technical Specification. (b) Rate for Twin D-Type well sinking of external dimension 3.50 X 7.50 Meter

Supplying & filling of sand in wells complete as per drawing and technical specifications

Erecting of centering for laying of Deck slab as per drawing and technical specifications

Slope protection around the spill through abutment by stone pitching on the earthen slope including provision of filter medium asper IRC-89 and asper detail shown on the drawing in the to wall and Launching apron confirming to the provison of IRC including all material & labour, T & P etc complete in all respect. (a) Stone Quantity

Slope protection around the spill through abutment by stone pitching on the earthen slope including provision of filter medium asper IRC-89 and asper detail shown on the drawing in the to wall and Launching apron confirming to the provison of IRC including all material & labour, T & P etc complete in all respect. (b) Filter material

Hand rail in steel fabrication as per IS-800 made of structural steel and rods as per drawing including all material & labour, T & P etc complete in all respect

M10 Cement concreting. Under approach slab complete in all respect with shuttering.

M/S RISHU CONSTRUCTION