The Caldwell tribune. [volume] (Caldwell, Idaho Territory [Idaho]) 1883-1928, 1922-06-27


NOW. THEREFORE,. be it resolved
that Canyon County. Idaho, by and
sioners enter into a contract with the C.
osoo Daesa so oS bid BY Said Company. for
across the Boise River at the canyon in
Canyon County. Idaho, according to the
plans and specifications now on file In
the office OF the County Engineer and
under the supervision of the County En-
Igineer of Canyon County. Idaho.
Dated this 18th day Of April. 1922.
OTTO G.. REINHARDT,
FRANK NJ. BROWN.
| Specifications for Erection.
| Instructions to Bidders.
General specifications. such as:
Definition Of Terms,
General Provisions,
| Structural Steel:
And the provisions under the foregoing
headings shall be considered a part OF the
specifications for the erection of said
lstructure; insofar as they will apply to
the work Of erecting, the three l2S-foot
Ispans, upon the concrete foundations
(which are now in place and ready for the
lsuperstructure.
SCOPE OF WORK: The contractor
shall furnish all materials (when speci
neo). tools. machinery, labor and other
, means OF construction, and shall do all
the work necessary to build, erect and
complete in a first-class and workman
lfications. the proposed bridge over Boise
River known as the Canyon Bridge near
Caldwell, Idaho. The concrete piers and
abuttments and all structural steel has
now been furnished by the County.
PROGRESS OF THE WORK: The
contractor shall begin operations within
ten days from the date the contract is
signed and shall rush the work through
to completion as quickly as possible and
nave nave the same completed on or before
July LIST, 1922; provided, however, that in
case OF extraordinary emergency such as
iire Hood or similar acts of Providence
the County may upon request of the Com
tractor ana his surety extend the time
LOT completion of the work under this
L contract without invalidating any of the
DIVISIONS 't hereinafter contained or with
out releasing the sureties. Provided,
/ however. any such request for extension
OF tine ne, sh hal be in writing.
| ra LAWS ~ BE OBSERVED: The Con-
and county laws. His attention is esne.
eiaiiy called to the "Workmans Compsn-
ter a5s A Of t Sf the 6em State Of Idaho Chap
ana any amendments thereto. Ao'iio
nv OBLiC CONVENIENCE AND SAFE.
worL Inc Contractor shall conduct his
siDle with traffic and commentaries o, p tso
general public. He shall provide s snS
ana nin IAN such fences. barriers, red iehts
prevent acn neans as may be necessary to
n CONTRACTOR'S LIARuJrv 90,
sh amA 10 TO WORK: The Contra sUH
Bile for any '1 Ios responsible pc and acoounta-
and continents and piers now IN Ton
ished nv a ~ permanent materiais k,,rns
ty of the Con E0unty. 1t will be the du-
traokte from washing out on ne present
iron, th anu not to cause him anv S Con-
'ioln this source. ' any damage
DAMAEhESsC TOR RESPONSIBLE Eop
p resp for all damaseso as snail be
snv snali be caused, or shall ooa,, Ill
soeyer Nv VI persons or property VIVA =
s sn1, contractor, Of any Of IhGis s Of
breacS ees' or sub-contractors or wants
Of or THY Of Of the o Sro an.
der u I'M ms duties or obiigations Fly neg
hiJttf.. me contractor shall ass,,Ta eneIreun-
, Canyon from ur ana protect the Countv ia q,
ing therefrom. uaAhages or claims aris.
sb PAnLiI 5a he County will ,r.u
yered At the bridse s d9e false work, de-
Dor ana furnish bolts. nails. spikes iS
The ny, Tools to erect same. After Pc Ia
r the same. when na P PIN he shall remove
ali snikes IN al neat pile ON the bank wifS S
!. PL pii; 90 FAa asa HsiIs removed. WIN
I tor falsework shall be driven me ~, plline
the en neiarng and to the satisfaction no. oi
shall BE- Dotted The n Ca, caps and braces
. tened together in a GOOD a and an ta a
manner to fulfill the purpose for =, ~ s
expected eh hIe6 and to withstand any un-
= ta me county will furnish all the fabri.
ben given one nor co TINS structure which has
NJ ttHRN H S The approximate weigh,
. RiV Nv sfsei Structure Tbers is lss tons.
= 9o0 rivets to be driven. Riyets shai, e.
: araVen by pressure tools, wherever poss Il.
prefe peeoma =, hammers shall be used in
r riv n shall look neat and finished. TSs
' n fSaSs shall be Of the size and shape q
shops 'T TSe1 shan IN like &c members in tbs
: ana grip the assembled pieces firmly
; heSSupping and calking win not be al
tive rivets shall be cut out and reniecsS
IN cutting out rivets care must be taise1
r no, 70 inJure adjacent materials. The
as soon as practical. after they are driver
SO that unnecessary scaffoIding NAV hs
a pensesi And all rejected rivets shall b.
II any shop errors occur. the contrac.
Tor shaii report the same to the engineer
S GnU WIN w Keep time on the same and he
The anchor bolts are not in place ant
noies must be drilled in the concrete al
s sro preper place and the anchor bolt,
This may be done before or after cree.
Flooring.
the bridge site. all permanent lumber
Dolts, nails and creosote for the naiIins
!. strips. the floor, blocking and whee
guards. All permanent lumber must b,
D housed and kept dry until placed in tn,
. permanent structure. The clear roadwa,
. Is twenty feet and the lumber Furnished
) Will be 20 feet. The lumber shall be cu
= to the proper length and ali shall b,
Z square and in line. making neat appear
: with god nails between all joists.
The lower part of the floor shall b.
r given coat of creosote before bein,
!, placed on the structure. All four sides 0
the wheel guards, mailing strips and tn
, blocking shall be given one coat OF ereo
9 sote. Wheel guards must be overlappe,
by one foot at each panel point and fas
!. tened with bolts furnished by the County
PAVING. After the wood flooring ha
q been laid. 1t shall be thoroughly cleane
. ing It hot when applied. The Contracto
shall lay and roll on asphalt concret
|. paving according to the State Highwa
4 Commission specifications. This pave
~ ment shall be not less than Ia inche
q at the curb and 2 L. inches at the cen