The public ledger. [volume] (Maysville, Ky.) 1913-1968, 1916-02-12

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facilitate inspection, or to Gull over or
remove defective material.
a. DISMISSAL OF WORKMAN
The Engineer shall have the right to
dismiss any workman for incompe
tence. negligence OF disobedience TO
orders.
rs. ALTERATIONS, OMISSIONS
AND ADDITI0NS--The Engineer and
Council may, II they deem best make
alterations or notifications OF the
plans or specifications for this work.
The price to be paid for this work un-
der such notifications to be agreed
upon I'm writing and signed by contrac-
| tor and some one authorized by the
Council on behalf Of the City of Mays
vile. II Is agreed that such alteration
shall not annul the contract and the
contractor hereby agrees not to claim
or bring suit for damages for loss Of
profits or otherwise. Whenever any
additional work, or change, or modif-
cation in the work contracted for, is
agreed upon as above. such additional
work, alterations or notifications
shall be subject to all of the provi-
sions of the original contract.
10. CLAIMS FOR EXTRAS OR
DAAlAGES-All claims for damages,
or for anything for which the contrac-
tor may consider himself entitled TO
extra payment, must be made in writ
ing to the Board Of Council at the time
the damage occurs, or the cause for
the claim arises. Unless such claims
are 80 presented, It shall be held that
the contractor has waived such claim,
and shall not be entitled to receive any
| pay for same. No extras OF any kind
will be allowed, unless ordered in
writing by the Engineer and the price
for same agreed upon in advance.
/ 20. MATERIAL RESERVED-Iron
castings, stone and brick are reserved
to the city and shall be removed where
directed by the Engineer and the Com.
mittee on Internal improvements
within the corporate limits of the city
q. LAYING PIPES, ETC. - The
| right to construct any sewer, or to
| lay any water or gas mains or con-
Quits for wires, or to connect there
With, or TO build any catch-basins and
sewer manholes and to grant permits
for house connections with said sew
er, water, or gas pipes, or conduitsr
| is expressly reserved by the City OF
Maysville. Contractor shall not in
terefere with, or place any impedi-
ment in the way Of any person thus
engaged in laying said pipes and con-
duits, making connections Herewith,
| etc. In case contractor is delayed by
such operations, he shall be entitled to
have the time of his contract extended
the number of days he was thus de-
layed
%. WORK SUSPENDED - The
right to suspend the work for any OF
the above purposes is reserved by the
! Board of Council.
%. MANHOLES, VALVE-BOXES
ETC.--The contractor shall make such
! establishments of the covers of man
holes, valve-bOXes and other fixtures
in the street, as is necessary to con-
form to finished grade of the street
and 70 include the same in the cost OF
pavement. Should any stop-boXes on
the sidewalk be disturbed the contrac-
tor will be held responsible for the
safe-keeping OF the same until taken
charge of by the proper authorities.
"a DAMAGES TO SIDEWALKS
Should the contractor, in setting or
re-setting, curbing, piling material
along or upon, damage the yards
fences or sidewalks, he shall be re-
quired to replace or repair the same at
his own expense.
25. FINAL INSPECTION-The f.
nal inspection of the work VIII be
made by the Engineer and the Internal
improvement Committee. and if the
work is completed in strict compli-
ance with the specifications thereof, il
will be so reported to the Council and
accepted by that Board.
GRADING.
26. ROAD COVERING-The pres
ent roadway surface is to be removed
and deposited where directed by the
Engineer and Internal Improvement
Committee on nearby streets.
q. WHERE DEPOSITED - The
streets to be then graded to the es-
tablished grades and lines, which will
be given by the Engineer All eXcava-
tion TO be deposited where directed by
the Engineer and Internal Improve
ment Committee, within the corporate
limits of the city The contractor will
be required to make all the necessary
filling along sidewalks to prepare
same for pavement.
2S. SOFT OR SPONGY PLACES
Soft or spOngy places not affording a
proper foundation must be dug out,
re6lled with gravel or broken stone,
and thoroughly compacted by rolling
or ramming. All depressions appear
ing during rolling are to be leveled
up with dry material to the proper
grade.
20. ROLLER-The entire surface
of sub-grade to be well compacted by
rolling with "A steam or horse roller
weighing not less than $50 pounds
per lineal inch.
80, PLOWING-No blowing will be
allowed within two inches Of sub
grade The finished sub-grade must
be kept nj least 100 feet ahead of the
concrete.
81. FlLLS-Filling necessary TO be
done, TO bring street to established
grade or width, to be done before ex-
oavated material is taken elsewhere.
CEMENT CURLING.
80. ENCAVATION-Trench for ce-
rent curbing shall be excavated TO a
depth OF 26 inches below curb grade
and 10 a width of 10 inches.
80. FOUNDATION - The trench
shall be filled TO a depth of six 90
inches. after being thoroughly ram