The Norfolk weekly news-journal., 1911-07-28
Notice to Sewer Contractors.


Sealed proposals will be received at
of Norfolk, Nebraska, up until 5
o'clock p. m, Monday, August Z, 1911.
for the construction of sanitary sew.
ers in sewer districts No. 20, 81, %
and 23, according to the plans and
specifications on file in the Office Of
the city engineer.
All bias must be made upon the
printed bidding-blanks obtainable at
the Office of the city engineer.
All bids must be enclosed in a seal
ed envelope, addressed to the city
clerk, and must be plainly marked
Proposal, Sewer District No. ="
Separate bids must be submitted upon
each of the four districts, and each
bid must be enclosed in separate
envelope.
All bids must be accompanied by a
certified check for an amount equal
s vert. #. Sin. vitr. pipe flush
to SO of the value of the work as per
bid, but in no case less than $500,
said checks to be drawn on a local
bank and to be made payable to the
city of Norfolk.
The council reserves tn. right to re-
ject any and all bids.
The following is the city engineers
approximate estimate of the quaint.
ties and cost Of the work:
District No. 20.
On West Norfolk avenue from a
point 507 feet west of the center of
Thirteenth street west to point fifty
one feet west of the west line of North
Sixteenth street Cooley avenue).
946 lin. #. S-inch vitr. pipe sew
er, incl 25 6-inch VS.. average
cut 10 #. 6 in, a 60c. 1857. go
8 lin. it. Sin. Wit, inlet pipe q
QUO .................. 4.8O
81 vert. #. of 1st 10-foot man
hole "a $3.50. 0................ 1880
21a vert. #. of End 10.foot man.
hole q $4.OO. O............... 1000
6 vert. IT. flush-tank q $780,. 5000
vert. #. Sin. vitr. pipe flush.
hole % soc. 400
l set automatic flush-tank cast
ings .................... $500
3 lin. TT. &-in. extra heavy lead
pipe @ 1856. 6................ 500
man-hole covers, Sis lb each,
total 2,575 lbs. a 4c........ 10000
2 cubic yards extra concrete q
$o.oO ...............- 16.OO
Total. ................... .sS97.9
District No. 81.
On North Thirteenth street from the
south line of Nebraska avenue south
to the center of Koenigstein avenue.
4231s lin. IT. Sim vitr. pipe sew
er, incl. II Gin. VS., average
cut #. 2 in. @ SEC. .$237. .16
vert. TT. Sin. vitr. pipe flush
hole a Soc. 400
total. ........... .$241lt
District No. %.
On South Third street from the
north line of Bluff st. north to the
center of Park avenue.
41S lin. #. Sin. vitr. pipe sewer,
incl. 16 Gin. VS. q soc. .$2065C
1,O66 lin. ft. 10-in. vitr. pipe
sewer, incl. 40 Gin. VS., av.
erage cut ft. in. q 5Sc... 61S2S
8 vert. #. man-hole a $3.50.... 31.5C
Az vert. TT. fiush-tank q $500. 22.5C
set automatic fiush-tank cast
ings NEUTRALITY-SUSPICIOUS.. $500
II lin. #. 2i-in. extra heavy
lead-pipe a S1.00........... 11.0(
8 man-hole covers, 515 lb. each,
total 1,545 lbs. a 4c. 61.8(
loIdl' '.......,.,.. SSlO.Oc
District No. 23.
On South Sixth street from the cen
ter of Pasewalk avenue north to the
center Of Park avenue.
1,066 lin. IT. 12in D. s. vitr.
pipe sewer, incl 40 Gin. Us,
average cut 10 IT. in. a roc .S746. q
IS vert. #. man-hole a $3.50. $500
6 vert. TT. tiush-tank q $500. 300
Is lin. IT. Sin. vitr. inlet pipe
| ~ QUO ................... 9.0t
8 lin. IT. A-in. extra heavy lead.
pipe q S2.66. 6................ s.0t
I set automatic fush-tank cast.