Little Falls herald. [volume] (Little Falls, Morrison County, Minn.) 1889-1950, 1906-09-14
NOTICE OF SALE
Ditch PROCEEDINGS.
Sale OF Dl1CHlNC JOBS.

OHkG Ut UIIUIliNU Judo.
Notice is hereby given. that on the 18th
day of September, 1906, at 90 o'clock p. M,
at the Office of the county auditor, in the
fsS OF stae Of Unit s OF pe
j JOBS, OF digging l and constructing the
lished by. the board of county com mis-:
Minnesota, BY BY. their order hearing date
For the work as one job, and also for one
for one or more of the construction jobs,
each of said sections to be known and mum:
bered Dy stakes, as shown by the report of
the engineer in said matter, comn1en Gin &
at the one including the outlet, and from
thence, excessively, up stream to the one
including the source,
Commencing at 40 rods north of the cen
ter of section Is. township 80, range g.,
thence running east Through the sw14 of
ship 50, range 90, thence southeas St
nwl14 and northeast corner of ne14 of swA,
i, township 80, range ,2e, thence east
ne q s ~ of Sec IT ~
and neA 0! sw14, section ID, township 49,,
range 90; thence southeasterly through
nw14 Of SEA and the southwest corner of
neA of sea dissection ID, township 80, range
80; thence in a southeasterly direction
through the sw14 of sw1. and se14 of sw14
and sWA of SEA of section IS, township SO,
range %: thence Southeasterlv through
the nWA of neA and southwest corner OF
neA of neA4. and northeast corner OF sell of
ne14 of section 10, township 80, range %;
thence in an easterly direction through
90, township 50. range IS, and terminal.
ing at the center of sea of ne4 OF section
its outlet, Rum river: Also branch
ditch to above mentioned ditch, COM
nlencing as follows: Commencing 80 rods
of section H. township 80, range 20: thence
running east through the swi4 of nwM of
said section H., township 80 range 20,
Of section H. township 50. range 20, ana
and southwest corner of neii4 Of neH 81
section II, township 80. range 20, and con
tinuing sOutheasterly through the swA
Of nwA and sea of nw14, and northeast
corner of nwA of se1l4. and through the
neA of sell of section lstownship 80. range
20. and continuing in a southeasterly
direction through the nwH of swl4 section
Is, township 80, range -, and connecting
with the main above mentioned ditch in
section IS, township 80, range %. and ter
minating at northeast corner of sw4 OF
swA section Is, township SO, range Is, as
its outlet main ditch as above mentioned,
to the lowest
responsible bidder or bidders, and that
bids are invited for said work; said work
To De COIllpleIeu Ll1Qe 1eQulTeu
and in the manner, specified, in said en-:
gineer's report. And no bid will be enter.
tanned which exceeds more than thirty
Of Gs the m
case. as stated IN the said order; and
the successful bidder will be required
to giye a satisfactory bond, to be ap
with two freehold sureties, for the faith
full performance and fulfillment of his
contract, and to pay all damages that
complete the job within the time required
in the contract. The said order and es.
Inmates and profile are on file, and may be
seen at my Office.
The approximate amount Of work 70 ue
done in the construction of such ditch is
From Stake No. OTTO Stake No. 1921 of
said main ditch No. IS, the estiln ated
number Of cubic yards of dirt to be re-
From stake No. Q to Stake No. 127-ls of
Branch Ditch No. of said main ditch No.
lS, the estimated number of cubic yards OF
dirt to be removed 1854.
From Stake No. 0 to Stake No. l26-O6 of
Branch Ditch No. 2 OF said Main ditch No.
IS the estimated number of cubic yards of
dirt to be removed 1881.
Also for tine construction. OF two open
CulVerts to be built on said Main Ditch at
following described points and of the fol.
lowing dimensions and material:
At Stake numbered JAG on said Main
ditch AN open CulVert of the following
dimension and material;
Main walls each 16 feet long, feet high
and p inches thick Wing walls each G
feet long, 5 feet high and q inches thick
with stone bottom of curbingS feet wide
between the wallis and inches thick. The
following material to be used in con:
stone, stringers OF oak sHloN16 feet, II oak
plank; 3xl2xl6 feet long and l barrel of
cement
At Stake numbered 2S4-45 on said Main
ditch an open Culvert of the following di.
mension and material:
2Main walls each l6 feet long, feet high
feet long 5 feet high and "a inches thick
with stone bottom between the Main
walls feet wide and s inches thick The
struction of the same: q cubic yards Of
stone, . oak stringers Sx1Ox12 feet and II
oak planks ax12x16 feet and barrel of &c.
Also for the construction of one open
culvert to be built on Branch ditch No.
of said Main ditch No. 1Siof the following
d11nensions and mat erial:
of Main Ditch No. Is, an open culvert Of
the following dimensions and material:
2 Main walls i feet 6 inch s :high l24 in:
feet inches high "a inches thick and 6
feet long. stone bottom between walls l6
feet long feet wide and s inches thick.
81 the ?S euc gards
of stone, barrel of cement, and oak stills
sx1ox10 feet long, and 10 oak planks 3x12x1e
feet long.
Also for the construction of two open
culverts on Branch No. 2 of said Main
ditch No. Is Of the following dimensions
and material: At Stake No. 62-17 and
lowing dimension and material:
Main walls feet 6inches high "a inches
thick and IS feet long. Wing walls feet
s inches high, p inches thick and 6 feet
long, stone bottom between the Main
walls Is feet long feet wide and inches
thick, and each of said culverts to be
built of the following material: 81 Cubic
yards OF stone, l barrel of cement and
oak stills 8x10xl0 feet long and 10 OAK
planks 3x12xls feet long.
The estimate total cost of the work is
eight thousand six hundred twenty anG
7O-1OO Dollars.
All bids must be- accompanied by q
certified check payable to the auditor Of
said county, for not less than ten per cent
of the amount of each bid
The right to. reject any and all bids il
hereby reserved.