Fixing of 40.00 mtr span steel foot bridge over Giri River at Dadahu Distt.Sirmour H.P

Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding a diverse effects on environment, trimming filling of uneverness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Clearing jungle including up rooting of rank vegetation, grass,brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Providing concrete for plain/reinforced concerete in open foundation complete as per drawings and technical specification clause 802,803,1202 & 1203,PCC Grade 1:4.8. 40mm size (One Cement : Four Sand: Eight Graded Stone Aggregate ) 40mm (Forty Milimetre) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing concrete for plain/reinforced concerete in sub structure as perdrawings and technical specification clause 802,803,1202 & 1203,PCC Grade M-20 1:2:4.One Cement : Two Sand: Four Graded Stone Aggregate ) including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Providing and laying boulder apron laid in wire crates with 4 mm dia G.I. wire conforming to IS:280 and IS:4826 in 100 X 100 mm mesh (woven diagonally) including 10 percent extra over laps and joints laid with stone boulders drawing and technical specification clause weighting not less than 25 Kg each as per 1301.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Fixing & dismantling of temporary precast steel foot bridge of 40 mtr span over giri river including carriage of material with in all leads lifts and as per the direction of Engineer-in-Charges.

Providing and laying reinforced cement concrete pipe NP2 as per design in single row,culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:3 but excluding excavation protection works back filling concrete andasonry works in head walls and parapets clause 1106 RCC pipe NP2 900mm dia as per design.