Ward-07 mohalla heeralal mai tehisl road bada madan mai ramlela stage or sport pavaliyan ka nirman ka kaye

E/W in excavation foundation in ordinary soil loam,clay or sand including lift upto 1.5 m. & lead upto 30m including filling watering & ramming of excavated earth into the trenches or in to th plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches. ( S.I No-251)

Providing & injecting chemical for preconstrucional treatment and creating and chemical barrier under and around the columns pits, wall trench basement excavation top surface if plinth filling junction of wall and floor along the external per metre of binding expansion joints surroundings of pipes and conduit etc. complete (plinth area of the building at ground floor only shalll be measured as per I.S. 6313 (part 21981). Aldine emulisificable concentrate of any other approved material such as Heptachlor or chlordance will be used. The rate of applicstion of chemical emulsion shall be as follows. 1).Treatment for massonary and foundation 5 lit per sqm.. 2.) Back fill in immidiete contact with foundation 7.5 lit per sqm.3)Treatment for surface of plinth filling 5 mtr per sqm 4) Treatment of soil along exetranal permeter of building 7.5 lit per sqm 5) treatment of soil under rxetranal permeter 5 lit per sqm No. Chapter No. 19. new item No. 2)

Concrete with 40mm gauge stone ballast coarse sand of 2.20 fineness modulous & Cement in proporation of 8:4:1 in foundation and under floor, includingsupply of all material labour and T&P etc. required for proper completition of the work.(S.I. No. 281)

Base concrete in 1:4:8 in cement fine sand and 40 mm B/ Ballast in foundation i/c all As per S I No. 275

M-150 class Brick work in 1:4 Cement & and course sand of 2.20 F.M. mortor in foundation & plinth including supply of all materials, labour and T&P etc. Required for proper completion of the work. (S.I No.303)

RCC Work With cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:2:4 in Plinth Beam excluding supply of reinforcemnt and its bending but inculding its fixing and bending the same with 24 B.W.G.G.I, binding wire and including necessary centering and its shuttering etc. and supply of all material labour and T&P etc. required for proper completition of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(S.I. No. 283)

RCC Work With cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in Slab,Sunshade excluding supply of reinforcemnt and its benidn, but inculding its fixing and bending the same with 24 B.W.G.G.I, binding wire and including necessary centering and its shuttering etc. and supply of all material labour and T&P etc. required for proper completition of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(S.I. No. 284)

RCC Work With cement, approved coarse sand & 4cm gauge approved stone grit in proportions of 1:2:4 in Column excluding supply of reinforcemnt and its bending, but inculding its fixing and bending the same with 24 B.W.G.G.I, binding wire and including necessary centering and its shuttering etc. and supply of all material labour and T&P etc. required for proper completition of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(S.I. No. 287)

RCC Work With cement, approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in Column excluding supply of reinforcemnt and its bending, but inculding its fixing and bending the same with 24 B.W.G.G.I, binding wire and including necessary centering and its shuttering etc. and supply of all material labour and T&P etc. required for proper completition of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(S.I. No. 289)

M-150 class Brick work in 1:4 Cement &Fine sand of 1.25 F.M. mortor in Super structure including necessary cutting & moulding of brick as req. thickness of wall not be less then 1.0 brick thick add extra labour supply of all materials, labour and T&P etc. Required for proper completion of the work. (S.I No.309+310)