Lohamandi Zone RCC drain repair work from Kishorapura Culvert to Rambabu house.

Excavation in foundation in ordinary Soil (Loam, Cley or sand) including, lift up to 1.50 M and lead up to 30 M and 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-in-charge up to a distance of 30 M form the foundation trenches. (SI No. 251)

Removle of for Nala/Nali in liquid mud or faul position with special T&P including lead 30 m and lift up to 3.00 m etc. all complete

Cartage of ballast, Kankar, Coat, Grit or sand etc. including loading and unloading but excluding stacking on pucca roads.up to 8 Km distance

Providing of bandha for diversion of nala etc. all complete. (NS)

Providing of 32HP diesel pump for dewatering of nala with pump, driver etc. all complete. (NS)

Providing and fixing of barricading of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3Q. 3 Nosof cross ballies, two supporting ballies of 3 meter ballies and 2 Nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (material will be property of contractor after dismantling).

Providing and laying cement concrete in 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (DSR SN-4.1.10)

R.c.c work with cement approved coarse sand and 4cm gauge approved stone ballast in the proportion 1:2:4 (One part of Cement, 2 part of Coarse sand and 4 part of 4cm. stone grit) in R.CC Raft Foundation and Footing 4cm. Gauge approved stone ballast excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 bwgi binding wire and including necessary centring and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150 grade. (5-Chapter S.I.No.287)

Renforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth, level up to floor five level, including cost of centering, shuttering, Finishing and Reinforceement with 1:1½:3 {1 cement : 1½ coarse sand (zone-III): 3 graded stone}

R.C.C. work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Stone Grit) in R.C.C. column. (SI No. 289)