Estimate for Reconstruction of Bridge at RD 51000 of Bahadurke Disty.

Amount

Earth work in Excavation in of foundation of structure as per drawing and technical specification , including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter matter, dressing of sides and bottom and backfilling with excavated surplus soil. (DEPTH UP TO 3 MTR)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. c) RCC Grade M20 ii. With Batching Plant, Transit Mixer and Concrete Pump

Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure height upto 5 mtr using Using Batching Plant, Transit Mixer and Concrete Pump including centering and shuttering complete as per drawing Technical specifications .

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-25 for solid slab for super-structure including shuttering & centering by Using Batching Plant, Transit Mixer and Concrete Pump including centering and shuttering as per Drawing and Technical specification

Plain/Reinforced Cement Concretein Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30

Reinforcement Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface

Filling expansion joints with special bituminous material of size 20 mm wide

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges)

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting

Earthwork excavation in ordinary soil, exclusive of compensation of earth:- Extra for pudding work.

Dismantling of Old Bridge (RCC Main Slab)

Dismantling brick work, tile masonry or tile lining (in cement mortar).

Suppling fitting & placing uncoated HYSD bar Reinforcement in Foundation complete in drawing and technical specification

Providing and Filling Sand as per Specification

Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.

Any Other Item

VIKESH KUMAR CONTRACTOR (BID ID -642487)

THE ARIAN WALA COOP L AND C SOCIETY LTD (BID ID -642010)