Construction of 24.40 metre span Bailey Bridge at Gheligad over Jibhi Khad on Banjar Bye-Pass road in Tehsil Banjar district Kullu HP

Amount

Excavation in earth work for foundation of bridge structures in all heights and depths in all kinds of soil including saturated soil comprising of soil ordinry and hard rock work with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil. If water is met in the spring seepage rain and other causes it shall be removed by suitable diversion. pumping and bailing out and the excavation shall be kept dry wherever so required by the contractor at his own cost, including dressing of slopes and beds setting out confirming to required lines, grades, side slopes as shown in the drawing and direction of Engineer-in-Charge and transportation soil to road way and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites including its stacking leveling and dressing in all leads and lifts through all modes of transportation including head load animal load or mechanical means or other incidentals to complete the work as per technical specification. All useful materials, such as stones shingles, aggregate and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts through all modes of transportation, any loss to be public and private property during the course of execution of disposal of serviceable and un-serviceable materials which shall be absolute responsibility of the contractor shall have to be duly compensated by him in all respect. Construction of shoring and bracing removal of stumps and other deleterious and back filling in trenches with excavated suitable material including all leads, lift and materials as per direction of Engineer-in -Charge.

Providing and laying plain cement concrete 1:3:6 (one cement: three sand: six graded stone aggregate 40mm nominal size) Nominal mix in foundation of bridge structures complete as per drawing and technical specification. mechanically mixed and vibrated and curing complete including the cost of form work and hauling/carriage of all labour equipment and materials to various location through all modes of transportation in all leads and to the entire satisfaction of Engineer-in-Charge.

Providing and laying reinforced cement concrete Grade M-20 (M-Twenty) in sub structure of bridge mechanically mixed and vibrated complete as per drawings and technical specification and curing complete including the cost of form work and hauling/carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfication as per direction of Engineer-in-Charge.

Providing weep holes in brick masnory/stone masnory / plain / reinforced concrete abutment , wing wall , return wall with 100 mm (hundred milimetre) dia PVC pipe extending through the full width of the surface with slope of I(V) : 20 (H) (one vertical twenty Horizontal) towards drawing face complete as per drawing and technical specification including hauling / carriage of all labour equipment and materials to various location through all modes of transportation in all leads and lifts as per direction of Engineer-in-Charge.

Supplying fitting and placing in position HYSD bar reinforcement including cost of binding wire in sub structure of bridges complete as per drawing and technical specification including hauling/carriage of all labour equipments and materials to various location through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer-in-Charge.

SHEHWAJ KHAN