import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
l=615
if __name__ == "__main__":
print('Name of the Woprk:- Grade I metalling of the road from Bhikabahali to Sakma')
print('Estimated Cost:-\u20B94,00,000.00\tHead of Account:- Biju K.B.K.(2014-15)')
print('-'*80)
print(it.items['subbase'])
subbasemoorum = cl.Quantity([['sub-base of the road',1,l,3.65,0.1]])
subbasemoorum.rate = 183.06
subbasemoorum.volume()
print(it.items['gradeI'])
gradeImetalling = cl.Quantity([['GradeI metalling',1,l,3.65,0.1]])
gradeImetalling.rate =347.26
gradeImetalling.volume()
print(it.items['moorumcollection'])
subbasemoorum = cl.Quantity([['sub-base of the road',1,l,3.65,0.1],
['for filling of tnterstices in metalling',0.25,l,3.65,0.1]])
subbasemoorum.rate = 233.9
subbasemoorum.volume()
print(it.items['metalcollection'])
gradeImetalling = cl.Quantity([['GradeI metalling',1,l,3.65,0.1]])
gradeImetalling.rate =936.3
gradeImetalling.volume()
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
if __name__ == "__main__":
print('Total centre line length')
tcl = cl.Quantity([['long walls', 2, 8.6], ['short walls', 3, 6.00],
['short wall1', 1,
6.55], ['short wall2', 1, 8.6 - 6.55],
['short wall 3', 1, 2.05]])
print(tcl.tcl()['y0'])
print('Total centre line length = ', '{:.2f}m'.format(tcl.tcl()['y1']))
print(it.items['efhs'])
foundation = cl.Quantity([['foundation of columns', 9, 1.5, 1.5, 1.2],
['open foundation', 1, 29.2 - 8 * 1.5, 0.6,
0.6]])
foundation.rate = 122.97
foundation.volume()
print(it.items['m20'])
rcc = cl.Quantity(
[['rcc column footings', 9, 1.2, 1.2, 0.3],
['rcc pedestals', 9, 0.45, 0.45, 1.0],
['rcc columns', 9, 0.25, 0.25, 2.10],
['rcc plinth beams', 1, 45.85 + 2.05 - 5 * .25, 0.25, 0.3],
['rcc lintel band', 1, 45.85 - 1, 0.25, 0.15],
['extra thickness lintel at verandah', 1, 4.54, 0.25, 0.1],
['cantilever beams', 2, 1.5, 0.25, 0.1],
['kitchen wash slabs', 1, 2.3, 1.5, 0.1],
['kitchen platform', 1, 1.75, 0.45 + 0.25 + .05, 0.06],
['store and shoe rack', 2, 2.3, 0.45 + 0.25 + 0.23, 0.06],
import ClassLibrary as cl
import items as it
import FunctionLibrary as fl
if __name__ == "__main__":
print(
'Name of the work = Completion of C.C. building at Kaudiamunda Nuapada\n'
)
print('Estimated Cost :- Rs. 1,60,000.00', '\t',
'Head of Account:-fourth S.F.C.(2015-16)')
print('=' * 85)
print('Calculation of total centre line length')
building = cl.Quantity([['long walls', 3, 5.28], ['short wall 1', 2, 3.66],
['short wall 2', 2, 2.26]])
building.tcl()
print(it.items['m20'])
slab = cl.Quantity([['slab', 1, 7.00, 5.8, 0.1],
['beam', 1, 3.4, 0.25, 0.25]])
slab.rate = 4293.3
slab.volume()
print(it.items['bmsscb'])
walls = cl.Quantity([['walls', 1, 27.68, 0.25, 0.08]])
walls.rate = 2997.9
walls.volume()
print(it.items['rscs_slab'])
slab = cl.Quantity([['slab', 1, 7.00, 5.80], ['roof bend', -1, 27.68, .25],
['beam', -1, 3.4, 0.25]])
slab.rate = 305.67
slab.hArea()
print(it.items['rscs_beam'])
beam = cl.Quantity([['beam', 3, 3.4, 0.25]])
import ClassLibrary as cl
import FunctionLibrary as fl
import math as mt
from statistics import mean
l = 25
if __name__ == "__main__":
print(
'''Name of the work:-Construction of C.C. road with small Bridge from Kaudiamunda
Bagbahali Road to Silati Road''')
print(
'Estimated Cost:-Rs. 3,20,000.00\t\tHead of Account:-G.G.Y.(2016-17)')
print('-' * 80)
print('\t\t\t\tSection-A (Bridge)')
print(it.items['efhs'])
foundation = cl.Quantity([['abutments of the bridge', 2, 6.3, 2.6, 2.0]])
foundation.rate = 103.2
foundation.volume()
print(it.items['CC(1:4:8)'])
concrete = cl.Quantity([['footing 1', 2, 6.10, 2.5, 0.2],
['footing 2', 2, 6.1, 2.1, 0.2],
['footing 2', 2, 6.1, 2.0, 0.2],
['footing 3', 2, 6.1, 1.9, 0.2],
['footing 4', 2, 6.1,
mean([1.5, 0.9]), 1.2]])
concrete.rate = 4132.62
concrete.volume()
print(it.items['rscs_plinth'])
footing = cl.Quantity([['footing1,2,3,4', 4 * 2 * 2, 6.1, 0.2],
['side of footing 1', 2, 2.5, 0.2],
['side of footing 2', 2, 2.1, 0.2],
import items as it
if __name__ == "__main__":
print('Name of the work:-Improvement of KaraKhai at Kaudiamunda')
print('Head of Account:-______________\tEstimated Cost:-\u20B92,00,000.00')
print('-'*80)
print(it.items['efhs'])
foundation= cl.Quantity([['cut-off walls',2,17.00,0.68,0.45],
['cut-off walls top & bottom',2,4.5-.38-.68,0.68,0.45]
])
foundation.rate=103.2
foundation.volume()
print(it.items['CC(1:3:6)'])
concrete=cl.Quantity([['cut-off walls both side',2,17.00,0.38,0.45+0.45],
['small steps',18,4.5,0.75,0.15],
['bigger steps',1,4.5,3.2,0.15],
['bigger step 2',1,4.5,2.75,0.15],
['cut-off walls top and bottom',2,4.5-0.76,0.38,0.45],
['kerbs',2,17.00,0.3,0.45],
])
concrete.rate=3700.47
concrete.volume()
chips_concrete= cl.Quantity([['smaller steps',18,4.5-0.75,0.6,0.1],
['larger step 1',1,4.5,2.6,0.1],
at Women college at Binka''')
print(
'Estimated Cost:-\u20B912,50,000.00, Head of account:-ST/SC Welfare Department Fund'
)
print('-' * 80)
print(
'''Returning filling of excavated materials into the foundation trench
including all T & P and labour charges etc. complete.''')
print('\nReference page:-1-2 of M.B. No. 559')
print('\nQuantity :- 296.33 cum @ \u20B968.80/cum = \u20B930,338.00')
print(it.items['Earth_work_mechanical'])
print(
'Excavation of the whole earth at the work site for workability cause.\n'
)
excavation = cl.Quantity(
[['work site for the buildingf', 1, 55.5, 20.00, 1.43],
['deduct area not to cut', -1, 6.00, 5, 1.43]])
excavation.rate = 94.4
excavation.volume()
print('\nFilling of area around the building\n')
filling = cl.Quantity([['at the front of the building', 1, 55.5, 16.76, 1],
['between existing buildings', 1, 10.75, 10, 0.3],
['at the back of the building', 1, 55, 5, 2.5],
['at the left of the buyilding', 1, 6, 5, 1.25],
['near the private building', 1, 25, 6.55, 1]])
filling.rate = 121.9
filling.volume()
print(
'\nOrdinary rolling of earth layer by layer not exceeding 30cm in height\n'
)
print('1851.18cum @ \u20B9 383.05 % cum = \u20B97091.00 ')
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
if __name__ == "__main__":
print(
'Name of the work :-Restoration & renovation of Bhagabat Mandir, Sankara Khairapada'
)
print(
'\nHead of Account:-M.L.A.L.A.D (2013-14) \t Estimated Cost:-\u20B950,000.00 '
)
print('-' * 80)
tcl = cl.Quantity([['long wall', 2, 8.55], ['short walls', 3, 3.65]])
tcl.tcl()
print(it.items['bmsscb'])
brickmasonry = cl.Quantity([['alround wall', 1, 28.05, .38, 1.3],
['columns ', -8, 0.38, 0.38, 1.3]])
brickmasonry.rate = 2967.79
brickmasonry.volume()
print(it.items['m20'])
rcc = cl.Quantity([['R.C.C. plinth bend', 1, 28.05 - .38, 0.25, 0.25],
['R.C.C. columns', 8, 0.38, 0.38, 0.25]])
rcc.rate = 4308.24
rcc.volume()
print(it.items['hysd'])
reinf = cl.Quantity([['column bars', 4 * 4, 3.65, .89],
['plinth bend long', 2 * 4, 8.55 + .3, 0.89],
['plinth bend short', 3 * 4, 3.95, 0.89],
['stirrups', 150, 0.87, 0.395]])
print(reinf.reinforcement()['y0'])
print('\n\t\t\t\t\t1.75q @ \u20B9 4534.46 = \u20B9 7,935.00\n')
import ClassLibrary as cl
import items as it
import FunctionLibrary as fl
if __name__ == "__main__":
print(it.items['rcc'])
slab = cl.Quantity([['slab ', 1, 6.8, 4.85, 0.1],
['beam', 1, 4.52, 0.25, 0.25],
['roof bend', 1, 20.98 - .5, 0.25, 0.15]])
slab.rate = 5156.18
slab.volume()
print(it.items['rscs_slab'])
centering_slab = cl.Quantity([['slab ', 1, 6.8, 4.85],
['beam', -1, 4.52, 0.25],
['roof bend', 1, 20.98 - .5, 0.05]])
centering_slab.rate = 261.08
centering_slab.hArea()
print(it.items['rscs_beam'])
centering_beam = cl.Quantity([
['beam', 3, 4.5, 0.25],
])
centering_beam.rate = 383.34
centering_beam.vArea()
print(it.items['hysd'])
reinforcement = cl.Quantity(
[['main bottom1', 20, 2.9 + .5 + .3, 0.395],
['main bottom2', 20, 2.9 + 2.9 / 4 + .5 + .15, .395],
['main top', 2 * 13, 4.05 + .5 + .3 - .08, .395],
['distribution1', 18, 6.7, .395],
['distribution2', 28, 4.82 - .08, .395],
['extra bar at top', 26, 0.95, 0.395],
bus_stop = cl.Quantity([['']])
print (it.items['hysd'])
bus_stop=cl.Quantity([['beam main bars',5,3.39,0.89],
['beam extra top',2,1.2,0.89],
['roof bend long',2*4,6.42-.08,0.62],
['roof bend short',2*4,3.47-.08,0.62],
['beam and roof bend stirrups',140,0.87,0.395],
['main bars bottom 1',15,4.19,.395],
['main bar bottom 2',15,3.63,.395],
['main bars at top',24,3.77,.395],
['extra top on roof bends',24+15,0.8,.395],
['Distributions long',16,6.73,.395],
['Dstributions short',30,3.77,0.395]])
bus_stop.reinforcement()
print ('='*75)
bus_stop=cl.reinforcement([2.83,2.97],[1,0,0,0],[2.83,0,0,0],[0.15,0.15])
bus_stop.main_bottom_1()
print ('='*75)
print(it.items['rscs_slab'])
bus_stop=cl.Quantity([['slab',1,6.76,3.78],
['roof bends long',-2,6.42,0.25],
['roof bends short',-3,2.97,0.25],
['roof bends sides',4,6.42,0.15],
['roof bends short',4,2.97,0.15]])
bus_stop.hArea()
print(it.items['rscs_beam'])
bus_stop=cl.Quantity([['beams bottom',1,2.97,0.25+2*0.15]])
bus_stop.hArea()
print(it.items['20cp(1:4)'])
bus_stop = cl.Quantity([['slab top',1,6.76,3.78]])
bus_stop.hArea()
if __name__ == "__main__":
print('''Name of the work :-Construction of Additional class room at
+3 degree college at Baunsuni''')
print('\nEstimated Cost:-','\u20B9{:.2f}'.format(500000),'\t','Head of Account:-W.O.D.C.(2015-16)')
print('-'*80)
centre_line=cl.Quantity([['long walls',3,10.25],
['short walls1',2,5.25],
['short walls2',2,2.05]
])
centre_line.tcl()
print(it.items['efhs'])
foundation_trench=cl.Quantity([['column trenches',11,1.5,1.5,1.5],
['walls foundation',1,45.35-11*1.5,0.6,0.75]])
foundation_trench.rate=103.2
foundation_trench.volume()
print(it.items['CC(1:4:8)'])
metal_concrete=cl.Quantity([['column trenches',11,1.5,1.5,0.1],
['walls',1,45.35-11*1.5,0.1],
['room',4,10.25-.38,10.25-.38,0.1],
['steps',2,1.2,1.25,0.1]])
metal_concrete.rate = 3280.94
metal_concrete.volume()
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
if __name__ == "__main__":
print(
"Name of the work:- Construction of Community Centre at Talipada, Baunsuni"
)
print(
'Head of Account:-Biju K.B.K.(2016-17)\tEstimated Cost:-\u20B92,00,000.00'
)
print('-' * 80)
print(it.items['efhs'])
foundation = cl.Quantity([['larger columns', 4, 1.5, 1.8, 1.5]])
foundation.rate = 103.20
foundation.volume()
print(it.items['CC(1:4:8)'])
metal_concrete = cl.Quantity([['foundation trench', 2, 1.5, 1.5, 0.1]])
metal_concrete.rate = 3280.94
metal_concrete.volume()
print(it.items['m20'])
rcc = cl.Quantity([['R.C.C. columns footings', 4, 1.2, 1.2, 0.30],
['R.C.C.pedestals', 4, 0.45, 0.45, 1.5],
['R.C.C. columns', 4, 0.25, 0.25, 4.2],
['R.C.C. lintel bend long wall', 2, 11, 0.38, 0.25],
['R.C.C. lintel bend short wall', 2, 3.05, 0.25, 0.25],
['R.C.C. lintel bend short wall', 2, 3.05, 0.38, 0.25],
['R.C.C. roof bend long', 2, 11, 0.38, 0.15],
['R.C.C. roof bend short', 2, 3.05, 0.25, 0.15],
['R.C.C. roof bend short', 2, 3.05, 0.38, 0.15],
['R.C.C. slab', 1, 11.3, 3.95, 0.12]])
import ClassLibrary as cl
import items as it
if __name__ == "__main__":
print(it.items['m20'])
bus_stop = cl.Quantity([['long bench', 1, 5.92, 0.45, .08],
['short benches', 2, 2.97 + 0.25, 0.45, 0.08],
['back side lintel', 1, 5.92 + 0.5, 0.25, 0.15],
['both side lintels', 2, 2.97, 0.25, 0.15],
['front side lintel', 1, 5.92 + 0.5, 0.25, 0.25],
['front chajja', 1, 5.92 + 0.5, 0.6, 0.07],
['chajja on windows', 2, 1.5, 0.6, 0.07],
['columns', 6, 0.25, 0.25, 0.9]])
bus_stop.rate = 5137.08
bus_stop.volume()
print(it.items['hysd'])
bus_stop = cl.Quantity([['long bench main', 4, 5.92 - .08, .395],
['short benches', 2 * 4, 2.97 + .25 - .08, .395],
['distributions', 80, .45 - .08, 0.395]])
bus_stop.reinforcement()
bus_stop = cl.Quantity(
[['front wall lintel reinforcement', 5, 5.84, 0.89],
['front wall extra top', 2, 1.2, 0.89],
['front wall extra top', 1, 0.95 * 2 + .25, 0.89],
['back side walls main', 4, 5.92 + .5 - .08, 0.62],
['both side walls main bars', 8, 2.97 + .5 - .08, 0.92],
['extra on window openings openings', 2, 1.7, 0.62],
['front lintel stirrups', 40, 0.85, 0.395],
['stirrups on normal walls', 74, 0.65, 0.395],
['front and window chajja bars', 65, 0.6 + .25 - .08, 0.395],
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
l = 87
if __name__ == "__main__":
print(
'Name of the Work:- Constn. of C.C. road from Baunsuni NuaBasti High School Road'
)
print(
'Head of Account:-G.G.Y.(2016-17)\tEstimated Cost:-\u20B93,20,000.00')
print('-' * 80)
print('Calculation of total builtup area:-')
tba = cl.Quantity([['patch 1', 1, 9.15, 3.85], ['patch 2', 1, 13.8, 3.9],
['patch 3', 1, 19.5, 3.5], ['patch 4', 1, 15.1, 5.25],
['patch 5', 1, 14.7, 4.2],
['steps 1st footing', 2, 3.05, 0.7],
['steps 2nd footings', 2, 3.05, 0.35],
['old road and new road junction', 1, 3.65, 1.2]])
print(tba.tba()['y0'], '{:.2f}sqm'.format(tba.tba()['y1']))
print('\nClaculation of cut-off wall lengths:-')
tcl = cl.Quantity([['patch 1', 2, 9.15], ['patch 2', 2, 13.8],
['patch 3', 2, 19.5], ['patch 4', 2, 15.1],
['patch 5', 2, 14.7],
['old road and new road junction', 2, 4.88]])
print(tcl.tcl()['y0'], '{:.2f}m'.format(tcl.tcl()['y1']))
print('\nSurface Area of cut-off walls')
cutoff = cl.Quantity([['cut-off walls', 1, 154.26, .2]])
print(cutoff.tba()['y0'], '{:.2f}sqm'.format(cutoff.tba()['y1']))
print(it.items['efhs'])
foundation = cl.Quantity([['cut-off walls', 1, 154.26, 0.2, 0.2]])
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
l = 87
if __name__ == "__main__":
print(
'Name of the Work:- Constn. of C.C. road from Fabsi Harijan Pada Byepass road to AWC Building'
)
print(
'Head of Account:-G.G.Y.(2016-17)\tEstimated Cost:-\u20B92,00,000.00')
print('-' * 80)
print('Calculation of total builtup area:-')
tba = cl.Quantity([['patch 1', 1, 29, 4.32], ['patch 2', -1, 2.0, 1.5],
['patch 3', 0.5, 2.1, 1.68]])
print(tba.tba()['y0'], '{:.2f}sqm'.format(tba.tba()['y1']))
print('\nClaculation of cut-off wall lengths:-')
tcl = cl.Quantity([
['patch 1', 2, 29],
])
print(tcl.tcl()['y0'], '{:.2f}m'.format(tcl.tcl()['y1']))
print('\nSurface Area of cut-off walls')
cutoff = cl.Quantity([['cut-off walls', 1, 58.00, .2]])
print(cutoff.tba()['y0'], '{:.2f}sqm'.format(cutoff.tba()['y1']))
print(it.items['efhs'])
foundation = cl.Quantity([['cut-off walls', 1, 58.00, 0.2, 0.2]])
foundation.rate = 103.2
foundation.volume()
print(it.items['sand_fill'])
sand_fill = cl.Quantity([['road subgrade', 1, 112.44, .05]])
import FunctionLibrary as fl
import items as it
import math as mt
if __name__ == "__main__":
print('Restoration of Nama Mandap at Phabsi, Baunsuni G.P.')
print('Head of Account:- M.L.A.L.A.D.(2016-17)\t Estimated Cost:-\u20B9100000.00')
print('-'*80)
print(it.items['floor tile'])
floor=cl.Quantity([['circular floor',mt.pi,4.22,4.22],
['rectangular portion',-1,2.57,2.57],
['mid portion',1,7.09,2.43],
['out side step 1',1,1.5+2*.3,0.25],
['out side step 2',1,1.0,0.25]
])
floor.rate=251.94
floor.hArea()
print('''Cost of 30cm x 30cm / 40cm x 40cm special plain / printedser\nies ceramic floor
tiles of premium grade having thickness 7mm to 8mm confirminq to IS 13755''')
print('Cost = 67.35sqm @ \u20B9429.00 / sqm = \u20B928893.00')
print(it.items['wall tile'])
wall=cl.Quantity([['square mandap sides',4,2.53,0.4],
['altar back 1',2,1.8,0.3],
['altar back 2',2,1.2,0.3],
['altar back 3',2,0.65,0.3],
['altar back 4',2,0.5,0.25],
['altar sides',2,.4,0.45],
['altar inside offsets',2,0.3,0.15],
import ClassLibrary as cl
print ('Calculation of total centre line length')
building = cl.Quantity([['long walls',2,6.2],
['short walls',2,2.5]])
building.tcl()
print ("R.c.c. work")
slab = cl.Quantity([['roof slab',1,7.32,3.15,0.1],
['beam',1,2.5,0.25,0.15],
['roof bends']])
slab.data = [['roof slab',1,7.32,3.15,0.1]]
slab.volume()
print("20 mm thick grading plaster")
slab.data =[['slab top',1,7.32,3.15]]
slab.hArea()
print('\nCalculation of reinforcement bars')
v = cl.reinforcement()
v.end_support_condition = [0,0,0,1]
v.spacing_of_bars = [0.15,0.15]
v.span = [2.5,2.87]
v.trans_span_length=[0.15,0,0,2.87]
v.main_bottom_1()
slab_reinforcement = cl.Quantity([['main bottom 1',6,3.15,0.395],
['main bottom2',6,3.15,0.395],
['main top 1',6,3.67,0.395],
['main top 2',6,4.24,0.395]])
slab_reinforcement.reinforcement()
slab_reinforcement_1 = cl.Quantity([['main bottom 1',6,3.15,0.395],
['main bottom2',6,3.15,0.395],
['main top 1',6,3.67,0.395],
['main top 2',6,4.24,0.395]])
slab_reinforcement_1.reinforcement()
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
if __name__ == "__main__":
print(it.items['efhs'])
foundation_excavation = cl.Quantity(
[['foundation trenches', 16, 1.5, 1.5, 1.2],
['walls', 1, 32.8 - 12 * 1.5 + .94, 0.6, 0.6],
['inside mandap', 4, 2.7 - 1.5, 0.6, .6]])
foundation_excavation.rate = 100
foundation_excavation.volume()
print(it.items['CC(1:4:8)'])
metal_concrete = cl.Quantity(
[['columns', 16, 1.5, 1.5, 0.1],
['walls', 1, 32.8 - 12 * .38 + .94, 0.6, 0.09],
['inside mandap', 4, 2.7 - 0.38 - .19, 0.6, 0.09]])
metal_concrete.rate = 100
metal_concrete.volume()
print(it.items['rcc'])
rcc_work = cl.Quantity([['footings', 16, 1.2, 1.2, 0.23],
['columns1', 12, 0.38, 0.38, 1.40],
['columns2', 4, 0.38, 0.38, 1.95]])
rcc_work.rate
rcc_work.volume()
print(it.items['bmfp'])
brick_foundation = cl.Quantity(
[['circular mandap', 1, 32.8 - 12 * 0.38 + .94, 0.38, 0.55],
['inside mandap', 4, 2.7 - .38, 0.38, 0.57]])
brick_foundation.rate = 100
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
l = 4.5
if __name__ == "__main__":
print(
'Construction of Community centre at Nuapalli H.P. of Binka N.A.C. ward no12'
)
print(
'Estimated cost:-\u20B950,000.00\tHead of Account:-M.L.A.L.A.D.(2013-14)'
)
print('-' * 80)
print(it.items['efhs'])
foundation = cl.Quantity(
[['columns', 2, 1.5, 1.5, 1.2],
['verandah long wall', 1, l + .3, 0.6, 0.3],
['verandah short walls', 2, 2.25 - .125 - 1.5 - .3, 0.6, 0.3]])
foundation.rate = 103.2
foundation.volume()
print(it.items['sand_fill'])
sandfill = cl.Quantity(
[['footings', 2, 1.5, 1.5, 0.1],
['verandah long wall', 1, l + .3, 0.6, 0.1],
['verandah short walls', 2, 2.25 - .125 - 1.5 - .3, 0.6, 0.1],
['verandah sub base', 1, 4.8 - .5, 1.8 - .25, 0.45]])
sandfill.rate = 302.62
sandfill.volume()
print(it.items['CC(1:4:8)'])
concrete = cl.Quantity(
[['footings', 2, 1.5, 1.5, 0.1],
['verandah long wall', 1, l + .3, 0.6, 0.1],
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
if __name__ == "__main__":
print(it.items['rcc'])
slab = cl.Quantity([['slab ', 1, 8.53, 4.25, 0.1],
['beam', 1, 4.05, 0.25, 0.15],
['roof bend long', 2, 8.35, 0.25, 0.15],
['oof bend short', 3, 3.55, 0.25, 0.15]])
slab.rate = 4872.24
slab.volume()
print(it.items['rscs_slab'])
centering_slab = cl.Quantity([['slab ', 1, 8.53, 4.25],
['beam', -1, 4.05, 0.25],
['roof bend', 1, 27.35, 0.05]])
centering_slab.rate = 258.88
centering_slab.hArea()
print(it.items['rscs_beam'])
centering_beam = cl.Quantity([
['beam', 1, 3.55, 0.55],
])
centering_beam.rate = 391.57
centering_beam.vArea()
reinforcement = cl.Quantity([['beam main', 5, 4.05, 0.89],
['roof bend long', 2 * 4, 8.35, 0.62],
['roof bend short', 3 * 4, 3.55 + .5, 0.62],
['stirrups ', 208, 0.87, 0.395],
['main bottom1', 9, 2.84, 0.395],
['main bar bottom2', 9, 3.33, 0.395],
['main bar bottom 3', 9, 3.78, .395],
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
if __name__ == "__main__":
print(it.items['rcc'])
rcc = cl.Quantity([['slab', 1, 8.05, 4.35, 0.1],
['beam', 1, 3.5, 0.25, 0.25],
['roof bend', 1, 6.5 * 2 + 3.5 * 2, 0.25, 0.15]])
rcc.rate = 5068.16
rcc.volume()
print(it.items['20cp(1:4)'])
grading = cl.Quantity([['slab top', 1, 8.05, 4.35]])
grading.rate = 120.64
grading.hArea()
print(it.items['rscs_slab'])
slab = cl.Quantity([['slab area', 1, 8.05, 4.35],
['deduct beam', -1, 3.5, 0.25],
['deduct roof bend', 1, 20, 0.05]])
slab.rate = 261.08
slab.hArea()
print(it.items['rscs_beam'])
beam = cl.Quantity([['beam', 1, 3.5, 0.75]])
beam.rate = 383.34
beam.vArea()
print(it.items['CC(1:4:8)'])
pcc = cl.Quantity([['sub base of floor', 1, 6.00 - .13, 3.5 - .13, 0.1]])
pcc.rate = 2665.96
pcc.volume()
print(it.items['hysd'])
reinforcement = cl.Quantity(
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
l = 27
if __name__ == "__main__":
print(
'Name of the Work:- Constn. of C.C. road from Baunsuni College Campus')
print(
'Head of Account:-Maintenance of R & B SFC (2016-17)\tEstimated Cost:-\u20B91,00,000.00'
)
print('-' * 80)
print(it.items['efhs'])
foundation = cl.Quantity([['cut-off walls', 2, l, 0.2, 0.2]])
foundation.rate = 103.2
foundation.volume()
print(it.items['sand_fill'])
sand_fill = cl.Quantity([['road subgrade', 1, l, 3.65 - .4, .05]])
sand_fill.rate = 313.52
sand_fill.volume()
print(it.items['CC(1:3:6)'])
metal_concrete = cl.Quantity([['cut-off walls', 2, l, 0.2, 0.25],
['sub-base concrete', 1, l, 3.65, 0.1]])
metal_concrete.rate = 3700.47
metal_concrete.volume()
print(it.items['CC(1:2:4)'])
chips_concrete = cl.Quantity([['crust of the road', 1, l, 3.65, 0.1]])
chips_concrete.rate = 4814.96
chips_concrete.volume()
print(it.items['rscs_plinth'])
import FunctionLibrary as fl
import ClassLibrary as cl
import items as it
if __name__ == "__main__":
tcl1 = cl.Quantity([['long wall 1', 2, 10.74], ['long wall 2', 1, 8.51],
['short wall 1', 2, 5.94], ['short wall 2', 2, 3.68],
['short wall 3', 2, 2.13]])
tcl1.tcl()
print(it.items['CC(1:4:8)'])
metal_concrete = cl.Quantity(
[['class room', 1, 8.06, 3.23, 0.1],
['verandah,kitchen and store', 3, 2.49, 1.68, 0.1],
['toilets', 1, 3.23, 1.8, 0.1], ['steps entrance', 1, 1.5, 1.0, 0.1],
['kitchen exit', 1, 1.2, 1.00, 0.1], ['toilet steps', 1, 3, 1.0,
0.1]])
metal_concrete.rate = 2835.52
metal_concrete.volume()
print(it.items['m20'])
rcc = cl.Quantity([
['R.C.C. slab 1', 1, 11.29, 4.23, 0.1],
['R.C.C. slab 2', 1, 9.06, 2.13, 0.1],
['R.C.C. beams', 2, 3.43, 0.25, 0.25],
['R.C.C. roof bend', 1, 53.49 - 1, 0.25, 0.15],
])
rcc.rate = 4142.32
rcc.volume()
print(it.items['bmss'])
brick_super_structure = cl.Quantity(
[['walls above lintel', 1, 53.49 - 2, 0.25, 0.6],
['toilet half brick walls', 2, 1.8, 0.13, 0.6]])
if __name__ == "__main__":
print('Name of the work :-Restoration of Jagannath Temple at Sankara')
print('\nEstimated Cost:-','\u20B9{:.2f}'.format(500000),'\t','Head of Account:-W.O.D.C.(2015-16)')
print('-'*80)
print('Calculation of total centre line length')
centre_line=cl.Quantity([['walls',6,9]
])
centre_line.tcl()
print(it.items['efhs'])
foundation_trench=cl.Quantity([['column trenches',9,1.5,1.5,1.5],
['walls foundation',1,54-9*1.5,0.6,0.75]])
foundation_trench.rate=103.2
foundation_trench.volume()
print(it.items['CC(1:4:8)'])
metal_concrete=cl.Quantity([['column trenches',9,1.5,1.5,0.1],
['walls',1,54-9*1.5,0.1],
['room',4,4.19,4.19,0.1],
['steps',4,1.2,1.25,0.1]])
metal_concrete.rate = 3280.94
metal_concrete.volume()
print(it.items['m20'])
]
b1 = [i + 0.25 for i in b]
b2 = [i - .25 for i in b]
c = [
18.4166, 18.33, 18.4166, 18.25, 18.25, 18.25, 18.0833, 18, 18, 18, 18, 18,
18.166, 18.0833, 18.166, 18.0833, 18.0833
]
c = [round(i * .3048, 2) - 0.9 for i in c]
d = [8, 2, 2.083, 2, 2, 2, 10, 2, 2, 2, 2, 2, 2, 2, 2.083, 2.083, 5]
d1 = [round(i * .3048, 2) for i in d]
d2 = [i + .15 for i in d1]
if __name__ == "__main__":
print(it.items['efhs'])
foundationtrench = cl.Quantity(
[['both side cut-off walls', 2, 15.81 - .45 + .6, 0.75, 0.45],
['top and bottom cut-off walls', 2, 4.88, 0.75, 0.45],
['middle cut-off walls', 1, 4.88, 0.75, 0.45]])
foundationtrench.rate = 103.2
foundationtrench.volume()
print(it.items['CC(1:3:6)'])
pcc = cl.Quantity([['1st step', 2, d1[0], 0.45, b1[0]],
['2nd step', 2, d1[1], 0.45, b1[1]],
['3rd step', 2, d1[2], 0.45, b1[2]],
['4th step', 2, d1[3], 0.45, b1[3]],
['5th step', 2, d1[4], 0.45, b1[4]],
['6th step', 2, d1[5], 0.45, b1[5]],
['7th step', 2, d1[6], 0.45, b1[6]],
['8th step', 2, d1[7], 0.45, b1[7]],
['9th step', 2, d1[8], 0.45, b1[8]],
['10th step', 2, d1[9], 0.45, b1[9]],
['11th step', 2, d1[10], 0.45, b1[10]],
import ClassLibrary as cl
import items as it
import FunctionLibrary as fl
if __name__ == "__main__":
print(
'Name of the work = Restoration and renovation of Bhabagat Tungi at Kaudiamunda\n'
)
print('Estimated Cost :- Rs. 1,00,000.00', '\t',
'Head of Account:-M.L.A.L.A.D.(2013-14)')
print('=' * 85)
print('Calculation of total centre line length')
building = cl.Quantity([['long walls', 1, 5.44 + .25],
['short wall 1', 2, 2.29 + .25]])
building.tcl()
print(it.items['m20'])
slab = cl.Quantity([['lintel', 1, 10.52, 0.25, 0.15],
['chajja', 1, 5.94, 0.45, 0.06],
['slab', 1, 6.4, 2.82, 0.1],
['beam', 1, 2.29, 0.25, 0.15]])
slab.rate = 4293.3
slab.volume()
print(it.items['bmsscb'])
walls = cl.Quantity([['walls', 2, 2.13, 0.25, 2.13],
['front wall', 1, 5.94, 0.25, 2.6],
['deduct pillars', -3, 0.35, 0.25, 2.1],
['door', -1, 1.57, .25, 2.13],
['windows', -2, 1.8, 0.25, 1.2]])
walls.rate = 2997.9
walls.volume()
print(it.items['rscs_slab'])
import items as it
import ClassLibrary as cl
import FunctionLibrary as fl
if __name__ == "__main__":
print ('Name of the Work:- Construction of cement concrete roadat Sankara Bartal Gully' )
print('Estimated Cost:-Rs.1,00,000.00','\t\t','Head of Account:T.F.C.(15-16)' )
print('-'*85)
print(it.items['CC(1:2:4)'])
road =cl.Quantity([['road',1,41.76,2.5,0.19]])
road.rate=4760.71
road.volume()
print('Cess for labour welfare = Rs. 1,000.00\n')
print('Work contingency = Rs. 1,000.00\n')
print('Display Board and photograph = Rs.500.00\n')
print('_'*85)
print('Total estimated cost is limited to Rs.1,00,000.00\n')
fl.signature(100000, 'Rupees one lakh only', 3, 'Sankara G.P.')
import ClassLibrary as cl
import items as it
import FunctionLibrary as fl
if __name__ == "__main__":
print(
'Name of the work:-Construction of community Mandap at Phabsi village\n'
)
print('Head of Account :- M.P.L.A.D.(2015-16)', '\t\t',
'Estimated Cost:-Rs.1,00,000.00\n')
print('-' * 80)
print('Calculation of total centre line length\n')
building = cl.Quantity([['long walls', 2, 5.9], ['short walls', 2, 2.45]])
building.tcl()
print(it.items['CC(1:4:8)'])
metal_concrete = cl.Quantity([['mandap sub-base', 1, 5.65, 2.18, 0.1]])
metal_concrete.rate = 3280.94
metal_concrete.volume()
print(it.items['m20'])
slab = cl.Quantity([['roof slab', 1, 7.32, 3.15, 0.1],
['beam', 1, 2.2, 0.25, 0.15],
['roof bends', 1, 17.2, 0.25, .15]])
slab.rate = 4277.3
slab.volume()
print(it.items['20cp(1:4)'])
plaster20 = cl.Quantity([['slab top', 1, 7.32, 3.15]])
plaster20.rate = 140.24
plaster20.hArea()
#------------------------------ print('\nCalculation of reinforcement bars')
#---------------------------------------------------- v = cl.reinforcement()
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
if __name__ == "__main__":
print('Total centre line length ')
tcl = cl.Quantity([['long wall 1',2,9.9],
['long wall 2',1,6.95],
['short wall 1',3,6.0],
['short wall 2',1,2.95],
['short wall 3',1,1.9],
])
print(tcl.tcl()['y0'],
tcl.tcl()['y1'])
print(it.items['m20'])
rcc=cl.Quantity([['effective centre line length',1,49.6-4*0.25,0.25,0.15],
['extra thick at verandah lintel',1,3.23+.5-.03,0.25,0.1],
['verandah lintel chajja',1,3.7,0.45,0.06],
['toilet and kitchen chajja',1,6.0,0.45,0.06],
['store room chajja',1,1.78,0.45,0.06],
['window chajja',2,1.2,0.45,0.06],
['columns 1',6,0.25,0.25,0.45],
['columns 2',6,0.25,0.25,0.75],
])
import ClassLibrary as cl
import FunctionLibrary as fl
import items as it
if __name__ == "__main__":
print(
'Name of the Woprk:- Grade I metalling of the road from Bhikabahali to Sakma'
)
print(
'Estimated Cost:-\u20B94,00,000.00\tHead of Account:- Biju K.B.K.(2014-15)'
)
print('-' * 80)
print(it.items['subbase'])
subbasemoorum = cl.Quantity([['sub-base of the road', 1, 100, 3.65, 0.15]])
subbasemoorum.rate = 177.48
subbasemoorum.volume()
print(it.items['gradeI'])
gradeImetalling = cl.Quantity([['GradeI metalling', 1, 100, 3.65, 0.1]])
gradeImetalling.rate = 290.76
gradeImetalling.volume()
print(it.items['moorumcollection'])
subbasemoorum = cl.Quantity([['sub-base of the road', 1, 100, 3.65, 0.15]])
subbasemoorum.rate = 233.9
subbasemoorum.volume()
print(it.items['metalcollection'])
gradeImetalling = cl.Quantity([['GradeI metalling', 1, 100, 3.65, 0.1]])
gradeImetalling.rate = 936.3
gradeImetalling.volume()