9 # coding=utf-8
# coding=utf-8
import FunctionLibrary as fl
print('''Excavation of foundation trench in hard soil including dressing
of sides and levelling of bed etc. complete.''')
print(fl.foundation(1), '\n')
#===============================================================================
# print ('''\nEarth work in hard soil including breaking of clods from 5 to 7cm
# in size and laying in layers not exceeding 30cm in height''')
# print (fl.foundation(2))
#===============================================================================
#===============================================================================
# print (fl.gradedconcrete(2))
#===============================================================================
print(fl.brickmasonry(2))
#===============================================================================
# print (fl.concrete(1))
# print (fl.concrete(2))
# print (fl.reinforcement())
# print (fl.rscs(3))
# print (fl.rscs(2))
# print (fl.rscs(4))
# print (fl.rscs(1))
#===============================================================================
#===============================================================================
# print(fl.rscs(6))
#===============================================================================
print(fl.plaster(6))
#===============================================================================
9 # coding=utf-8
# coding=utf-8
import FunctionLibrary as fl
import items as it
print('''Excavation of foundation trench in hard soil including dressing
of sides and levelling of bed etc. complete.''')
print(fl.foundation(1), '\n')
print(it.items['ewss'])
print(fl.foundation(2), '\n')
print('''\nEarth work in hard soil including breaking of clods from 5 to 7cm
in size and laying in layers not exceeding 30cm in height''')
print(fl.foundation(3))
#===============================================================================
# print (fl.gradedrcc(3))
# print(fl.gradedpcc(2))
# print(fl.brickmasonry(1))
#===============================================================================
print(fl.concrete(3))
print(fl.concrete(2))
# print (fl.reinforcement())
#===============================================================================
#===============================================================================
print(fl.rscs(6))
#===============================================================================
print(fl.rscs(3))
#===============================================================================
# print (fl.rscs(4))
# print (fl.rscs(1))
#===============================================================================
#===============================================================================
9# coding=utf-8
# coding=utf-8
import FunctionLibrary as fl
print ('''Excavation of foundation trench in hard soil including dressing
of sides and levelling of bed etc. complete.''')
print (fl.foundation(1),'\n')
#===============================================================================
# print ('''\nEarth work in hard soil including breaking of clods from 5 to 7cm
# in size and laying in layers not exceeding 30cm in height''')
# print (fl.foundation(2))
#===============================================================================
print (fl.gradedconcrete(2))
print(fl.brickmasonry(2))
print (fl.concrete(1))
#===============================================================================
# print (fl.concrete(2))
#===============================================================================
print (fl.reinforcement())
print (fl.rscs(3))
print (fl.rscs(2))
#===============================================================================
# print (fl.rscs(4))
#===============================================================================
print (fl.rscs(1))
#===============================================================================
# print(fl.rscs(6))
#===============================================================================
print (fl.plaster(5))
#===============================================================================
# print (fl.plaster(2))
