Estimate for Balance work for Reconstruction of fall cum- bridge at RD 7500 of Kishanpura Disty

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.) complete in all respects

EARTH WORK Rehandling of earthwork with lead 30 meters.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.

Providing expansion joint with special bituminous material of joint size approximate 20 mm wide and 475 mm depth.

Dressing side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications.

Cement concrete lining 60 mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

Dismantling brick work tile, masonry or tile lining in cement.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Preparing, watering and ramming surface for laying concrete horizontal (Headwork).

Cement concrete 1:3:6 (M-10) with stone ballast mixing by mechanical means using concrete mixer volumetric type.

Cement concrete (1:4:8) with stone ballast 40 mm gauge mixing by mechanical means using concrete mixer volumetric type.

Supplying & laying dry brick ballast.

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Plain cement concrete in open foundation complete as per drawing and Technical Specifications. For PCC M-15 Grade.

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-30 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. (Height upto 5.0 m)

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-25 grade, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect. (Height upto 5.0 m)

Furnishing and Placing Reinforced cement concrete in super- structure as per drawing and Technical Specification for RCC M-40 grade for anti crash barrier, Using Batching Plant, Transit Mixer and Concrete Pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.

Supplying, fiting, placing HYSD bar reinforcement complete in sub structure as per drawing and technical specifications.

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

Mandatory sign board 900 mm circular 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.

Hazard Marker sign board 300 x 900 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012