Construction of Sri Srinath Baba Temple

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 Mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth upto 2 Km as directed by the Engineer incharge upto a distance of 30m from the foundation trenches. Excluding GST SI N 251

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Pwd si 281

Class 150 Brick work in proportions of 1 : 6 cement and fine sand of 1.25 FM in founadtion and plinth including supply of all materials, labour, tools & plant etc required for proper completion of the work.upto plinth level pwd si 303

Class 150 Brick work in proportions of 1 : 6 cement and fine sand of 1.25 FM in above plinth level upto floor two including supply of all materials, labour, tools & plant etc required for proper completion of the work.brick work in thickness of wall more than 12 cm pwd si310

RCC Work rcc work with cement approved corase sand and 2cm gauge approved stone ballast in propporation 1:1.5:3 in lintels od foor and windows exculidng supply of reinforcement and its bending but including its fixing and binding and shuttering etc and also including supply of all material labour and T&P etc required for proper completion of the works strenght of the concrete shal not be less than M-20 . As in the aove item No 283 but RCC in coumn Ratio 1:1.5:3 pwd SI 283

TOR Steel M.S. (tor steel or plain) in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST S.I 504

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 Mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth upto 2 Km as directed by the Engineer incharge upto a distance of 30m from the foundation trenches. Excluding GST SI N 251

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Pwd si 281

RCC Work rcc work with cement approved corase sand and 2cm gauge approved stone ballast in propporation 1:1.5:3 in lintels od foor and windows exculidng supply of reinforcement and its bending but including its fixing and binding and shuttering etc and also including supply of all material labour and T&P etc required for proper completion of the works strenght of the concrete shal not be less than M-20 . As in the aove item No 283 but RCC in coumn Ratio 1:1.5:3 pwd SI 283 footing

RCC Work rcc work with cement approved corase sand and 2cm gauge approved stone ballast in propporation 1:1.5:3 in lintels od foor and windows exculidng supply of reinforcement and its bending but including its fixing and binding and shuttering etc and also including supply of all material labour and T&P etc required for proper completion of the works strenght of the concrete shal not be less than M-20 . As in the aove item No 283 but RCC in coumn Ratio 1:1.5:3 pwd SI 283 slab

TOR Steel M.S. (tor steel or plain) in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST S.I 504

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 Mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth upto 2 Km as directed by the Engineer incharge upto a distance of 30m from the foundation trenches. Excluding GST SI N 251

EarthFilling in plinth under the floor including watering ramming consoliding and dressing complete including lead upto 50 and lift upto1.5 m carted earth

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Pwd si 281

Class 150 Brick work in proportions of 1 : 6 cement and fine sand of 1.25 FM in founadtion and plinth including supply of all materials, labour, tools & plant etc required for proper completion of the work.upto plinth level pwd si 303

Class 150 Brick work in proportions of 1 : 6 cement and fine sand of 1.25 FM in above plinth level upto floor two including supply of all materials, labour, tools & plant etc required for proper completion of the work.brick work in thickness of wall more than 12 cm pwd si310

RCC Work rcc work with cement approved corase sand and 2cm gauge approved stone ballast in propporation 1:1.5:3 in lintels od foor and windows exculidng supply of reinforcement and its bending but including its fixing and binding and shuttering etc and also including supply of all material labour and T&P etc required for proper completion of the works strenght of the concrete shal not be less than M-20 . As in the aove item No 283 but RCC in coumn Ratio 1:1.5:3 pwd SI 283

TOR Steel M.S. (tor steel or plain) in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST S.I 504

Flooring supply and fixing of kota stone in flooring 20mm thick and joint filled with 1:2 cement and corase sand with approved clorouring materials to be given an even shade with 12 mm base coat bedding of 1:2 cement and coars sand

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 Mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth upto 2 Km as directed by the Engineer incharge upto a distance of 30m from the foundation trenches. Excluding GST SI N 251

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Pwd si 281

Class 150 Brick work in proportions of 1 : 6 cement and fine sand of 1.25 FM in founadtion and plinth including supply of all materials, labour, tools & plant etc required for proper completion of the work.upto plinth level pwd si 303

Class 150 Brick work in proportions of 1 : 6 cement and fine sand of 1.25 FM in above plinth level upto floor two including supply of all materials, labour, tools & plant etc required for proper completion of the work.brick work in thickness of wall more than 12 cm pwd si310

RCC Work rcc work with cement approved corase sand and 2cm gauge approved stone ballast in propporation 1:1.5:3 in lintels od foor and windows exculidng supply of reinforcement and its bending but including its fixing and binding and shuttering etc and also including supply of all material labour and T&P etc required for proper completion of the works strenght of the concrete shal not be less than M-20 . As in the aove item No 283 but RCC in coumn Ratio 1:1.5:3 pwd SI 283

TOR Steel M.S. (tor steel or plain) in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST S.I 504

Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 metre and lead upto 30 Mtr. Including filling watering and ramming of excavated earth into the trenches of into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth upto 2 Km as directed by the Engineer incharge upto a distance of 30m from the foundation trenches. Excluding GST SI N 251

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Pwd si 281

Class 150 Brick work in proportions of 1 : 6 cement and fine sand of 1.25 FM in founadtion and plinth including supply of all materials, labour, tools & plant etc required for proper completion of the work.upto plinth level pwd si 303

Class 150 Brick work in proportions of 1 : 6 cement and fine sand of 1.25 FM in above plinth level upto floor two including supply of all materials, labour, tools & plant etc required for proper completion of the work.brick work in thickness of wall more than 12 cm pwd si310

RCC Work rcc work with cement approved corase sand and 2cm gauge approved stone ballast in propporation 1:1.5:3 in lintels od foor and windows exculidng supply of reinforcement and its bending but including its fixing and binding and shuttering etc and also including supply of all material labour and T&P etc required for proper completion of the works strenght of the concrete shal not be less than M-20 . As in the aove item No 283 but RCC in coumn Ratio 1:1.5:3 pwd SI 283

TOR Steel M.S. (tor steel or plain) in Plain work such as RCC or R.B. work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST S.I 504