Vernon County censor. [volume] (Viroqua, Wis.) 1865-1955, 1922-06-21
NOTICE TO CONTRACTORS

Sealed proposals will be received by
the County State Road and Bridge
Committee of Vernon County, Wis, up
TO Ii o'clock A. NJ. June 9th, 1922, at
the Office of the County Highway Com
missioner in the Court House, at the
City of Eiroqua, for furnishing ma
terials, and building the following
bridges and culverts:
Town of Hillsboro-T h e Jewell
Bridge, 80 #. Il" Beam span 20 #.
roadway, in Sec. IA, Town of Hills
boro, miles north of Hillsboro, ship
ped in materials. tower creek
Town of Forest-Brockley Bridge,
40 #. low truss span, 16 #. roadway,
on pile foundation, gravel u mile,
steel. Hillsboro or LaFarge &c miles,
on Sec. line between Sec. 1882.
Town of Whitestown-Jones bridge,
II #. "I' bean span, 20 #. roadway,
Sec. 10, l mile to gravel, II miles to
LaFarge for steel.
Thomas Bridge, 20 ft.sIrbeam span.
10 it. roadway, Sec. 81, 2 miles to
gravel, steel, LaFarge.
Bennett Culvert, Reinforced con-
crete 6ft.x6ftx30ft. in Sec. "a, mile
to gravel.
Emo Culvert, 6ftx6ftx20ft in Sec.
So, l mile to gravel
Town II Clinton
Peterson Bridge, 30 #. "I'' beam
span, is # roadway, Sec 20, u mile
to gravel, 6 miles to Westby
Yakey Bridge, II fit. Il" beam span,
16 #. roadway, Sec. 20, y mile to grav-
ell, z miles TO Westby.
Hanson Culvert. 4ftx6ftx20ft.( stand
ardl in Sec. II, u mile to gravel, 6
miles to Cashton
Croft Culvert, 4ftx6ftx20ft Stand
ard, u mile to gravel, 51a miles to
Cashton, in Sec. s.
Hams Bridge, 20ft Il" beam span,
l6 It. roadway on skew, in Sec. IL, Y
mile to gravel, z miles to Cashton.
Parker Bridge No. l, eft. "P' beam
span 16 #. roadway in Sec. 10, u mile
to gravel, 9 miles to Cashton.
Parker No. 2, 12ft. 81" beam span,
is #. roadway, in Sec. ID, Y mile to
gravel, 9 miles TO Cashton.
The APPEL Bridge, an 8ftx8ftx33ft
reinforced concrete structure. Two
36inx1Sin.x24ft. concrete culverts in
Sec. 26, II miles to Westby, gravel X
about $500 Gu. yds. of excavation.
about 60 Gu yds. of excavation.
/ Town of Viroqua
Lindemann Bridges, in Sec. z, Twp
II, Range A west, (using old beams).
Two Is fit. spans, Is #. roadway, ire
inforcing for floors required.)
! Town of Franklin
! Berg Bridge, 20 fl. II" beam span.
As degree skew, Is #. roadway, Sec
16, Twp. IL, Range 4, 2 miles to grav-
ell, II miles to Viroqua.
! Hooverson Bridge, 16 #. ''Ip beam
span, Is #. roadway, 11a miles to
gravel, 111s miles to Viroqua, Sec. &c.
/ Twp. IL, Range 4.
Town of Stark
/ DANES Culvert, 6ft.x4ft.x20ft. in
Sec. 5, Y mile to gravel
Brown Culvert, 3ft.x4ft.x2Oft. in Sec.
II, y mile to gravel
Town of Wheatland -
Yttri Bridge, 10 #. ar beam span,
l6 #. roadway, in Sec. 80, gravel
mile.
Village of Ontario:-
Williams Bridge, 20 #. 81" beam
span, "a #. roadway, in Sec. 2, Twp.
IA N, Range west, u mile to gravel,
steel to Norwalk
( Town of Hamburg
/ Stoke Bridge, Two 80 #. spans,
20 II. roadway, in Sec. so, ship in ma
terials,
Plans and specifications are on file
at the Highway Commissioners Office.
/ Contractors will be required to carry
/, liability insurance and furnish bond
, in a sum equal to the amount bid, if
awarded contract.
L Contractors are to furnish reinforc-
i ing and may bid for concrete in place,
/ hauling superstructure and erecting
/, bridges, superstructure to be furnish
ed nearest R. r. Station.
! The Committee reserves the right to
reject any or all bids, Bids may be
mailed to the Highway Commissioner,
marked IBID" or "Prepessl,n
! ALEX RiSTOW,
----.--i-siaHaE.