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

SOH.VVs
All material necessary for :
forcing said ten no, lineal -.
concrete storm sewer. in.,us.
necessary labor to put So
place at $3.50 per lineal foo, :,
Total, $ls9.S0. ~
5. There is 4 total Of 4lss ~
feet Of segment block storm ING
on Eleventh tllth) ayeuu. ~,
sixty t6ol inch circular o 80 q
and with an average cut Of 4,
feet to flow line. "
Which I estimate as follo,,.
Segment block, includin, T.
ing from car and Distribute. - \
Dor Of laying and backdllins
spring line and mortar for M
struction Of the same at sllSa
lineal foot, $4S.s22.25. "
Labor Of excavatins for :,
4.16S lineal feet Of storm s.ss
including labor Of back6lIi, ~, y
same a. $3.50 per lineal foot a,
1853. Total. $s7,6S1.25. v"
s. There is a total Of ian u,
lineal feet of concrete storm So. ~
with a sixty (eOl inch cirr1'''
opening at the lower end ana ].
creasing uniformly to a forty..;ss.
t4S) inch circular opening 4, \.
upper end of the same with v.S
six (6b inches thick and Win
average cut of five % feet 10 A.
line. u"
Which I estimate as follows.
Cement used in making sald ~,
crete for the construction Of .s
ten (10) lineal feet Of cos.,..
storm sewer at $1.7O per linz
foot. SIT. "
Sand used in making said M,
crete for the construction Of -.
ten t10) lineal feet of copcrss
storm sewer at 4S cents per ljussl
foot, $3.50.
Gravel used in making said co,.
crete for the construction of uY
ten 1O lineal feet of coners,
storm sewer at 81 cents per lipe,l
foot, 1910.
Necessary labor for mixing ana
putting said concrete in place h,
the construction of said ten I'm
lineal feet of concrete storm sevr
at IS cents per lineal foot, $3.50
Forms, including all labor and
material necessary to construct s
same and put same in place n,
the construction of said ten (lN
lineal feet Of concrete storm sever
at SO cents per lineal foot, $3.50
Labor Of excavating for said Ten
(10) lineal feet of concrete storm
sewer at $3.50 per lineal foot, 81
All material necessary for rein.
forcing said ten (l0J lineal feet Of
concrete storm sewer. includip,
necessary labor of putting same IN
place at $3.50 per lineal foot, S;5.
Total. $3.50.
Z. There is a total of 1,190 lines
feet of segment block storm sever
in the Ninth (9thl street braaa
with a circular opening Of forty.
eight t4S) inches and an syerass
cut of S.3 feet to flow line.
Which l estimate as follows:
Segment block. including haul
ing from car and distributing, la
Dor of laying and backfilIing t
spring line and mortar for the con
struction of the same at 1915 pc
lineal foot. $10,412.50.
Labor Of excavating for said l,ls
lineal feet of storm sewer. includ
ing labor of back6lling the sau
at $7.06 per lineal foot, sS,40l. 40
Extra labor and material and a
other expenses connected with til
laying of $40 lineal feet Of til
forty-eight t4S) inch storm sewe
on Ninth 9th street, under rail
road tracks, 1926. Total, 81
07S.9O.
s. There is total OF l.S2s lines
feet OF segment block storm sewer
along Second t2ndl street, with
sixty-six $3.50 inch circular open
ing and with an average cut Of Il
feet to flow line.
Which | estimate as follows:
Segment block, including haul
ing from car, distributing, labor Of
laying and backfilling to spring Line
and mortar for construction 2.
same at $3.50 per lineal foot, $%.
124.20.
Labor OF excavation for said l,s.'
lineal feet Of storm sewer, includ
ing labor of backflling the SAINT
at s6.40 per lineal foot, s11,63s.e0
There is a total of 1889 llnea
feet of segment block storm seveI
along Second (2nd) street an
Eighteenth ,1Sth) avenue with
siXty-six 1851 inch circular open
ing and with an average cut 0
twelve t12) feet to flow line.
Which l estimate as follows:
Segment block. including haul
ing from Car and distributing, Ia
Dor of laying and backflling I
spring line and mortar for the ccn
struction of the same at sls.so pc
lineal foot. s16.93s.335
Labor of excavating for said 1,35
lineal feet Of storm sewer, lnclua
ing labor of backfilling the sam
at $11.3o per lineal foot, sl5,l9he'
Extra labor and materials an
all other expense connected VIII
the laying of POI lineal feet OF SAL
sixty-six 1861 inch storm sese
under the tracks of the G., B. & =,
D.. r. l. & n. W. and the C., H.
& P. railways. 1872.
Extra labor. materials and {
other expense connected with u
laying of said sixty-siX 1851 Inc
storm sewer. under the tracks
the Moline, Rock Island and Eas'
ern Traction company, $50.
Extra labor. materials and d
other expense connected with III
laying of said sixty-six (6b) INC
storm sewer under the pavemel
o; Fifteenth tiotilb, Sixteen
f16thD. Seventeenth 1ltbi an
Eighteenth tlSthi avenues al
Fourth t4thl street, $3.50. lo'd