CONSTRUCTION OF CULVERT AT NALLAH LOOLIPORA NEAR GOVERNMENT HIGHER SECONDARY SCHOOL HAFROO B

Earth work excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift up to 1.5 m, as directed by Engineer-in-Charge

Providing/Laying Stone soling Nallah hand packed on level in foundation trenches excluding carriages of Stones incl rolling.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level, 1:1.5:3 mix

Reinforcment for RCC work include straightening cutting, bending, binding and placing in position all complete MT steel bars at all levels.

Centering and shuttering including strutting, propping etc. and removal of form work for: R-Wall

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Carraige by M.T. of Coarse Aggregate from Source to Site. Stone aggregate, 20 mm from 15 kms

Carraige by M.T. of Fine Aggregate from Source to Site. Sand from 15kms

Carraige by M.T. of Stone Soling/Plum Stone soling from 15 kms

Add provision for cost of photographs, Citizen Information Board & other unforseen items (to be paid as per actual)