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

to be used in determining the character
s ssuics sPesciiled above are given in the
inclusive.
?: TOTAL BITUMEN. The total BIZ
tumen shall be considered as being 30
minus the sum of the percentages OF wa
ter, OF fatty or resin acids. of organic
matter insoluble in carbon disulphide,
other than fatty or resin acids from the
monia.
"a. For percentages of water, fatty or
carbon disulphide, mineral matter (ash),
and ammonia, United States Department
Ags fEeFc B GRA%g ~ p a.
thermometers, United States Department
OF As PENTETR bH1letiH sl4i p l.
| s.. AGGREGATE. The aggregate
shall consist OF crushed stone chips uni
with all dust removed. to which shall be
added sufficient sand to fill all remaining
y Vol but not to. to exceed 20 per cent Of
6. MIXING M Ia fhslfs'' The aggre-
gate and the asphalt emulsion snail be
81 IN the to Ss Of one gal
gregate. To facilitate mixing. water to
the extent Of 20 per cent may, be added
above for mixing the aggregate and the
emulsion are based on the undiluted en-
ulsion. The mixing shall be done on a
crete mixer, and shall continue until all
particles of the aggregate are thorough
l.. CLEANING sUB-FLooR Before
placing the wearing surface, the sub
floor shall be thoroughly cleaned Of all
| filled and the floor covered to q depth
Of approximately is inch with asphalt Of
the character herin specified. which shall
than 400 degrees Fahrenheit. The sub
floor shall be dry when the asphalt is ap-
5. PLACING WEARING SURFACE.
After mixing, the material shall be
spread upon the road way in sufficient
quantity to provide a thickness Of l IA
inch at the edges and IL inch in GEN.
tier. after rolling or tamping.
9. FINISH. After the material has
been rolled or tamped smooth and to a
sha ba wsn as eoa ana he
emulsion applied at the rate of VI gallon
per square yard. and then shall be COW
up any free asphalt and to fill all voids
in the surface. After the surface has
stood for one day. it may be opened to
traffic.
} After the work has been completed, all
, timbers and materials used in construc-
: ton and waste therefrom shall be re.
piles SO that the site will have neat
ipresentable appearance.
Payment.
DETERMINATION OF QUANTITIES:
The Engineer shall determine the unit
Quantities and proper classification OF
all work done and materials furnished I'M
der the provisions of this agreement. and
his determination thereof shall be anal
and conclusive and binding upon the con-
tractor. -
SCOPE OF PAYMENTS: 1t is mutual
ly agreed between the parties hereto that a.
, received by the Contractor as full COM
, pensation for such work and also for all
, Of the work Aforesaid. or from the action
r of the elements or from any unforeseen
: obstruction or difficulty encountered In
the prosecution of said work. and Tor a
= risks of every description connected with
? the work aforesaid, and for all expenses
incurred by or in consequence OF the sus.
as hereinspecified. 1t is further mutual,
agreed between the parties hereto tn,
no certificate given or payments made
Z tificate or payment, shall be evidence o.
. the performance Of this contract. ethel
wholly or in part. and that no paymen
0 shall be construed to be an acceptance o.
+ PARTIAL PAYMENTs: Monthly pay
based upon the a Iss ~ sbe esa
: Idone and the acceptable materials turn
: lished and delivered by the Contractor OF
ee ee grSu month. as as computed By the En
( gineer, shall upon the approval OF .n'
: Commissioners be made to the ContractE
monthly payments viii be made on or be.
:. fore the twentieth (20th( day Of tn
month following that during Whica a, Inv
: cred. Provided: That ten per Gent tnd
UOqs) Of the amount of the estimated
value Of the work done snaiL e and ac.
cepted by the commissioners Maeet t;I,
? delivered upon the work and upon Wnlc a,
partial payment has been made snail no.
: he removed from the work except upon
) special permission from the Engineer.
: FINAL PAYMENTS: Upon the compile
9 ton of the work according to the con,
tract, the Engineer shall certlIy 70 snS
Commissioners a final estimate Daseo
mon the Quantity measured by the Engi-
Ineer and computed according to the UNI.
prices named in the contract SHOWING ,n ~,
= total work done as required ana the am
8 cunt due to the Contractor therefor. AZ
lprior partial estimates and payments snai
be subject to correction In the iinaa es.
: of the complete work by the Commission.
ers payment in full =. after aer,s de end any
e hseefr amounts a p to be- Kept and retained
4 under the provisions of this contract
g shall be made to the Contractor by the rs
Q Won covering said amount due: Provided
< that before making such finaI Paymen
the Commissioners may require from tns
: debts due for labor, materials. supplies o.
!. goods of any kind used In or upon Sn'
BY the %sS or f fn +
j. such debts remain unpaid. the Commits
n sioners may make settlement of the SAM
e and apply thereto any money retained
e under this contract, or II such money
lare insufficient to cover such claims, ths
: lCommissioners may, at their discretion
> pay the same and the CONTRACTOR shall re
Q pay to the Commissioners all such SUM
so paid out.
= SUSPENSION OF PAYMENTS: No es'
: Innate shall be prepared or filed by tn
Engineer as long as any order made o;
him to the Contractor in compliance witt
these specifications shall remain uncom
piled with, nor shall any estimate be pre-
, pared or filed as long as any claim or nel
!. filed or prosecuted against the Commits
!, sioners Of Canyon County conflict wit
q the provisions of this contract. shall re
q main unsatisfied.
g Proposal.
y To the Commissioners Of Canyon Coun
d ty State OF Idaho:
y For erecting superstructure OF Canyon
= Bridge, in Canyon County. Idaho.
II Gentlemen:
The undersigned as bidder, declares:
. That the only person or parties interes
: in this proposal are those named herein
u That this proposal Is made without col
y fusion with any other person. firm or cor
i A..llw ,tNNaA