The Blackfoot optimist. [volume] (Blackfoot, Idaho) 1907-1918, 1911-08-17
Notice for Bids.

Sealed bids for construction Of cement
street and alley crossings as follows:
Two street C!o.;>irgs on E. side Of
Spruce, crossing H,iGtu and Judicial.
one ALI clUsSi,.s o. S side Bridge
between Spruce and Pine.
One street crossing on S. side Bridge
crossing Spruce.
Three street crossings on N. side Ju-
dicial crossing Shilings, University, Stout
and Fisher avenues
Three street crossings N. side Bridge
crossing Shillings, University, Stout and
Fisher avenues.
Three street crossings on N. side Pa
cific street. crossing Shillings, University
Stout and Fisher avenues.
One street crossing on w. side Shil-
lings avenue crossing judicial street.
One street crossing on w. side Shil-
lngs avenue crossing Bridge street.
One street crossing on w. side Shil-
lings avenue crossing Pacific street.
One alley crossing on NJ side Judicial
between E Main and Shillings avenue.
One alley crossing on N side judicial
between Shillings avenue and University
avenue.
One alley crossing on NJ side Judicial
between Stout and Fisher avenues;
One alley crossing on N. side Bridge
between Main and Shillings avenue
One alley crossing on N. side Bridge
between Shillings avenue and University
avenue.
One alley crossing on N. side Bridge
between University avenue and stout
avenue
One alley crossing on N. side Bridge
between Stout avenue and Fisher avenue
One alley crossing on N. side of Pa
cific between T.. Main and Shillings ave.
One alley crossing N. side Pacific
between Shillings avenue and University
avenue.
One alley crossing on N. side Pacific
between University avenue and Stout
avenue.
One alley crossing on N. side Pacific
between Stout avenue and Fisher avenue
And any other street or alley crossings
that may be needed during year 1911,
same crossings to be made according to
the following specifications:
/. All concrete to be composed OF
river gravel or pit gravel with all SAND
and loan screeend out, and clean coarse
sand substituted at the rate of one %
part of sand to two (2l parts Of gravel.
four ca sacks of cement to De USED 10 70
every yard of gravel: concrete to be
thoroughly mixed and placed In the
forms in state of slush.
g. Top of finishing coat to be compos
ed of clean coarse sand two go parts
and one Cd part cement, to be two (2)
inches thick and placed on concrete
while same is in soft wet state, and
left in a rough state.
g. Cross walk to be cut into sections
not exceeding eleven (11) feet in length
by / inch by IL inch board, said board
to remain in crossing permanently
Concrete in main part of cross walk
he six co inches thick exclusive ., toI
coat, and to slope down to full deptf
of twelve u2) inches at section boards
to be eighteen uS) inches deep at gut
ter. -
A. Cross walk to be full specified
width at the exposed top Give (5) feet
where same joins on to business walk
four CD feet where Joined to residence
walk) to be sixteen 49, inches wider al
at the deepest point, to be built IL
TWELVE U2) inch forms and to be full
depth of said forms at the sides tt
have, six (6I inch flat footing at the
base. II
The space udenr each section be
tween the deepest points to be filled
with gravel and sand free from dirt
Work must be begun within ten days
of receiving contract, and all bids mus
= pjr square foot. City reserves all
right to reject any and all bids, same
to be presented to City Clerk before OIL
on Tuesday, August 22nd, 1911.
GEO. II HOLBROOk,
maM fl City Clerk.