The Rock Island Argus and daily union. (Rock Island, Ill.) 1920-1923, 1920-04-17

and labor necessary 70 construct
the same and put same IN place for
the construction Of said wingwalls
and header wall. 1870.
Labor Of excavating for said
wingwalls and header wall and ex-
cavating between same, including
labor Of backflling the same,
1850.
Total, $420.11.
Is. There Is a total of EGO lineal
feet of segment block storm sewer
in the Third (3rd) street branch
with thirty-six 1867 inch circu-
lar opening and with an average cut
OF 81 feet to how line.
Which estimate as follows:
Segment block. including hauling
from car and distributing, labor OF
laying and backfillingf to spring
| line and mortar for tile construc-
ton OF the same at $3.50 per lineai
foot, $1,63S.00. =.
! Labor Of excavating for said ESQ
lineal feet Of storm sewer, includ-
ing labor Of backfilling same at
1915 per lineal foot. $1,755.O0.
+ Total, $3,393.00.
is. There is a total of ten (1O)
lineal feet Of concrete storm sewer
with a thirty-six (36) inch circu-
lar opening at the lower end of the
same and Increasing uniformly to
a forty-eight (48) inch circular
opening at the upper end of the
same, with walls four and one-half
(41s) inches thick and with an ay-
erage cut of Sc feet to the bottom
OF the structure.
Which l estimate as follows:
Cement used in making said con-
crete for the construction of said
ten (10) lineal feet Of concrete
storm sewer at 500 per lineal foot,
$3.50.
Sand used in making said con-
crete for the construction of said
ten 10) lineal feet Of concrete
storm sewer at $.27 per lineal foot,
$40.
Gravel used in making said con-
crete for the construction of the
said ten (10) ,ineal feet Of concrete
storm sewer at $50 per lineal foot,
$500.
Necessary labor for mixing and
putting said concrete in place for
the construction of said ten u0D
lineal feet of concrete storm sewer
at $40 per lineal foot, 500.
j Forms, including all labor and
material necessary to construct the
same and put same in place for the
construction OF said ten t10) lineal
feet of concrete storm sewer at $50
per lineal foot. $500
All material necessary Tor rein
forcing said ten 10) lineal feet Of
concrete storm sewer, including
necessary labor to pat same in
place a. $3.50 PEI lineal fot, $500.
Labor OF excavating for said 10
lineal feet of concrete storm sewer
at s3.0S per lineal foot, SS0.S0.
Total, Ss4G0.
II. Two wingwalls extending
from the upper end Of last de-
scrihed section of storm sewer to
be four "a feet apart at the fow
line at the lower end Of the same,
spreading uniformly 20 ten lloJ
feet apart at the flow line in a dis
lance OF twelve U2) feet, said wing
walls 10 be Is inches thick al the
| base and II inches thick AT The Top
with d uniform height of ten C0)
feet extending down three 90
feet below the flow line to be eX-
tended and connected at the lower
ends by a header wall the entire
height OF said wingwalls, twelve
l2) inches thick and enclosing said
storm sewer at said point. l2.S
cubic Yards OF concrete.
Which l estimate as follows:
Cement used in making said con
> crete for the construction Of said
wingwalls and header wall, s62.54
Sand used in making said con-
crete for the construction of said
wingwalls and header wall, $15.59
; Gravel used in making said con-
crete for the construction OF said
wingwalls and header wall, 1856
Necessary labor for mixing and
putting said concrete in place for
the construction of said wingwalls
and header wall, $64 90.
: Forms, including all labor and
material necessary to construct the
same and put same in place for the
construction Of said wingwalls and
header wall, S54.27.
Labor OF excavating for said
wingwalls and header wall and ex-
cayatins between the same, in
GLIDING labor Of bachfilling the
same, $1,000.
Total. s25156.
is. There is total Of $50 lineal
feet of fifteen (15) inch vitrifled
sewer pipe storm sewer on FRS
lst street with an average cut 81
Al feet to flow line.
Which l estimate as follows:
Sewer pipe for said $50 Inca
feet of storm sewer at $50 per lin.
cal foot, s414.00.
Labor of laying said $50 Inca
feet OF fifteen Q5) inch sewer pipe
l including hauling from car ant
t distributing, excavating, laying ant
backflling the same at $50 pei
! lineal foot, s62100.
e Total. $1,0S5.00.
2 IS. There is a total of thirty
t seven $50 concrete manholes will
r two 90 feet circular openings ant
with walls six 60 inches thick O
N -xf
;, one and one-half Az parts sant
e and three go parts gravel and ex
;, tending ar average of 2.s feet abov'
the storm sewer structure.
: Which l estimate as follows:
+ Cement used in making said con
3 crete for the construction of sait
n thirty-seven (37 manholes. $216.0s
J. Sand used In making said con
crete for the construction Of salt
n ,l;r4,- ecyop 1871 manhOleS SAY 81