Restoration of Rain damages on 40 Mtr Box Girder Type Bridge over Hansa Khad at km. 5/300 on Shananghatti Dargi Sohal Katal road km. 0/00 to 12/225

Dismentalling exisitng RCC sturcutre such as railing ete in all leads and lifts including all incidental charges as per direction of Engineer-in-charge.

Stone work ashlar punched (ordinary work) road structure such as foundatipon stone ete in cement mortar 1:6 (1) cement:6 sand) including pointing in cement mortar 1:2(1 cement 2sand) including all leads and lifts in all heights as per the direction of Enigneer in Charge.

Supplying, fitting and placing un-coated HYSD bar Reinforcement in super structure complete as per drawing and technical specifications including all other incidental charges and carriage of material upto all leads and lifts as per the directions of Engineer-in-Charge.

Providing fumishing and placing Reinforced / Prestressed Cement Concrete in Superstructure Grade M35 Plain Reinforced Cement Concrete complete as per drawing and Technical specification (5-10 m) including all other incidental charges and carriage of material upto all leads and lifts as per the directions of Engineer-in-Charge.

Painting two coats on railing including priming coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning fo surface to give an even shade as per drawing and technical specification clause 1701 including all other incidental charges and carriage of material upto all leads and lifts as per the directions of Engineer in-Charge

Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift uptop 1.5 m. and a lead upto 20 m. as per drawing and Technical Specification Clause 1603.1 including carriage of materials upto all leads and lifts as per the direction of Enigneer in Charge.

Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material including carriage

Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 20mm nominal size) complete including carriage of material in all leads and lifts as per direction 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: 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge

Providing weep holes in brick masonry/stone masonry/plain concrete/reinfoced concrete, abutment, wing walls with 100 mm dia PVC pipe extending through the full length with of the structure with the slope of I (V): 20 (H) towards drawing face complete as per drawing and technical specifications complete including carriage of material in all leads and lifts as per direction of the Engineer in Charge.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification Clause 1204.3.8 including carriage of materials upto all leads and lifts as per the direction of Enigneer in Charge. (i) Granular material

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