MIRZAPUR KACHAHARI PARISAR ME ADHIVAKTA SABHAGAR NIRMAN KARY

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meters(200 feet).

Dismentaling of door

Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches.

Excavating, supplying, stacking and filling of local earth(including royalty) by mechanical transport upto a lead of 5.0 km also including waterin and ramming of earth and layers not exceeding 20 cm. in foundation trenches, plinth, sides of foundation etc.complete for all lift

Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation

Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete. required for proper completion of the work.

(4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in lintels of doors and windows excluding supply of reinforcement and its fixing and bending but including its fixing and binding the same necessary with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not be less than M-20.

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete)

R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in R.C.C. columns in 1:1.5:3 having strength not less than M-20.