Construction of foot Bridge of Mehtawala Bangore Basti, Haripur (SH- Construction of 43.20Mtr Span Foot Bridge). Under VKNY (MLAAD)

Earth work in excavation by mechnical means (Hydraulic excavator)/ manual means over areas ( 30 cm in depth 1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5 mtr, as directed by Engineer-in-charge.

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth leve l :4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge. .

Supplying, fitting & placing HYSD bar reinforcement in Super structure complete as per drawing & technical Specifications clause 1002, 1010 & 1202 including cost of binding wire including carriage of materials within all leads, lifts & other incidential charges & as per directionof Engineer-in-Charge.

Steel work welded in built up section/ framed work, including cutting,hosting, fixing in position & applying a priming coat of approved steel primer using structure steel etc. as required in grating, frames guard bar, ladder,railing, brackets,gates & similar works with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Spray paintig two coats on new steel & other metal surface with enamel paints spraying to give an even shade in all shade on new, plastered/ concrete surface as per drawing & technical specification clause 1701 including carriage of materials with in all leads,lifts and other incidental charges complete entire as per the directions of the Engineer-in-Charge.

Providing and Laying filter media with granular crushed aggregate as per specification to thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment wing wall ,return wall to the full height compacted to firm condition complete as per drawing and technical specification. including all eads lifts and carriage of materials, as per the direction of Engineer-In charge.

Note:-The contractor shall procure all the materials conforming to specification MORT&H at his own risk and cost. All rates including octroi, royality,malkhana,tall tex, GST or other tax imposed by the Govt.