The Indianapolis times. [volume] (Indianapolis [Ind.]) 1922-1965, 1930-09-29
LEGAL Notices

] y. 3. ROAD NO. Al over the OHIO river, De-
tween the cities Of Evansville. Indiana,
and Henderson. Kentucky. will be received
I BY the Director Of the Indiana State
| Highway Commission at his office in the
| Statehouse Annex IN Indianapolis. until
/ 10 a. m. Central Standard Time. Oct. 30,
1880. when. al proposals will be publicly
The proposed bridge construction. start
| ing at the north. or Indiana end Of the
bridge. will consist OF three deck plate
Eirder spans. approximately 100 9" long
ane hve-oeck truss spans approximately
cantiieVer structure over the river ap-
| proxtmately 2.3Oo', o. long; called the Main
5geT Brass t IgS ont truss s99sn
| plate girder spans Approximately 100 O"
/ long and thirty spans Of I-beam viaduct
| construction, approximately As o. long
'a--s1 'Hs c CONTRA No o.
The work under Contract No. con-
sists Of the construction Of the masonry
4 supports. abutments and piers Of the
Kentucky and Indiana approaches. con-
sisting Of pier S to and including .abut:
Pier n to and including Abutment n 8
on the Indiana approach.
All OF the approach piers and abut
ments are to be made of reinforced con-
crete. supported on concrete pile founda-
The approximate quantities are:
Precast concrete. piles. ~ 600 lin: It.
Concrete in footings. l. $50 Gu. yds
above footings. $500 Gu yds.
Waterproofng ebutments. 500 50. yds.
Reinforcing o;oS Ssesl lTo H0 lbs
! The work under Contract No. 4 consists
| Of the construction of the metal work in
ing on the metal work construction Of
both the Kentucky and Indiana ap-
| proaches.
The approximate quantities are:
=, Metal work in I-Beam spans, l,575,0o0
Metal york in deck plate Girder spans.
Metal work in deck truss spans. 24OO.-
| 900 lbs.
Concrete roadway paving. 10000 SO. yds
The plans ana an sgeciicattio3pp ms may ma be
state Highway Commission, statehouse
The 9 engi hSana Raiph y Modieski T NJ
Pa and oces Of thH e oennsneaeTas at sgS
! Lexington avenue. New York, and 1920
/ Walnut street. Philadelphia, Pa.
Plans and specifications will be for
/ warded upon payment to the director Of
nominal charge Of $40 per set dnclud-
such, proposals as are reauested). Checks
should be made payable to Director. In
diana State Highway Commission" No
refund will be made for plans returned.
Plans and specifications may also be
office Of the engineers for the same
Proposals must be made upon form
printed with the specifications for each
Each bidder. with his proposal. shall
ne a corporate surety bond. payable to
the state Of Indiana in the. penal sum of
at least one and one-half Ql2) times
the, AMOUNT of his proposal, with good
ana sufficient security to the approval OF
ONLY IN THE FORM PRESCRIBED BY
Law AND SHALL BE EXECUTED ON
Pd 5g 1FQ aNb B41NP WIT6 THE PRO
Each bidder shall file his "Plan and
equipment Questionnaire" with each pro-
0 pos an and , shall tile bis Experjence Rec
prior to filing any proposal for this bridge
on forms which will be furnished upon
CEMENT-The state will NOT furnish
cement for any work listed above.
The right is reserved by the director to
bid that is in his judgment most advan-
I1as5g{efq US to the state OF II Indiana
j J. BROWN. Director.
NOTICE TO BRIDGE CONTRACTORS.
Notice is hereby given that sealed pro-
No. and Contract No. 2 of bridge on
U. S. Road No. Al over the Ohio River
between the cities Of Evansville. Indiana,
and Henderson, kentucky. will be received
Highway Commission at his office in the
10 a. m. Central Standard time. October
IS, 1880 when all proposals will be pub
H tIybe qpsned END read This work is
The. proposed bridge construction. start
ing at the north, or Indiana end OF the
girder spans approximately 1000" long
and f1ve deck truss spans approximately
1000 long. called the indiana approach;
proximately 10000 long. called the Main
River Bridge: three deck truss spans ap
gFdeF spans E lima fT0 l6 aeSk P on
and thirty spans of I beam viaduct con-
struction approximately 46'0" long, called
CONTRACT NO.
The work under CONTRACT NO: !
Bids are asked for the five main river
with concrete. or to be composed entirely
of concrete. These i've main piers arc
to be founded on the rock strata under
The approximate quantities are:
Concrete in footings: Concrete design,
1860 Gu. yds.; stone faced design. 1860
Concrete in pier shafts: Concrete de-
sign. 1890, Gu. yds.: stone faced design,
Stone face, masonry: Stone faced design.
Reinforcing steel: Concrete design. 1OO.-
600 lbs: stone faced design. $500 lbs.
CONTRACT NO. 2.
The work under CONTRACT NO. con-
sistS of the construction of all of the
metalwork in the superstructure of the
Main River Bridge and roadway paving
on the metalwork from Pier IA on the
shore. furnishing and erection of the
Navigation light fixtures and the finish
ing complete Of the structure ready to
The approximate quantities are:
Fabricated metalwork in cantileIver
structure mot including eyebarsl. TO-
Heat treated eyebars. $40 600 lbs.
Carbon steel eyebars. 10000 lbs.
Roadway reinforcing steel, $4,000 lbs
Concrete roadway paving, 1900 50. ydS.
Ten navigation light fixtures.
The plans and Specifications may be
State Highway Commission, State House
Annex. indianapolis, or at the. office OF
NJ. Master, keystone Bldg. Harrisburg.
Pa. and offices of the Engineers at 1863
Lexington Ave, New York. and 1920 Wal
Plans and Specifications will be for
warded upon payment to the Director of
Guiding plans for contracts /. 2. & 4.
and such proposals as are reauestedl
Checks should be made payable to 'Di-
rector. Indiana State Highway Commits
sion" 10 refund will be made for plans
Plans and specifications may also be
obtained from the Harrisburg PA Of
flee of the Engineers for the same
PROPOSALS must be made upon form
printed with the specifications for each
Each bidder. with his proposal. shall
file corporate surety bond payable to
the state of Indiana in the penal sum
of at least one and one-half Qi2l times
the amount of his proposal with good
and sufficient security to the approval of
the Director. SUCH BOND SHALL BE
ONLY IN THE FORM PRESCRIBED BY
LAW AND SHALL BE EXECUTED ON
THE FORM BOUND WITH THE PRO
POSAL AND SPECIFICATIONS.
Each Bidder shall file his Plan and
Equipment QUESTIONABLE" with each pro-
posal and shall file his Experience
Record and Financial Statement with or
PRIOR to filing any proposal for this bridge
on forms which will be furnished upon
request
CEMENT-The state will NOT furnish
cement for any work listed above.
The right is reserved by the Director
TO reject snv or al bids or to award on
any bid that is in his Judgment most
adva MA geous to the state of Indiana.
INDIANA STATE HIGHWAY COMMITS
SION
J. J. BROWN.
Director.
nookI. Na4SonC