Perth Amboy evening news., 1923-08-13
COUNCIL MINUTES
Proceedings Of the Board Of Aldermen Of
tne city of Perth Amboy, N. j.
July end, 1923.

The TnIWUIBS OF LHB IGB Hi HI6EIIlB H5IU
Juno 18th, 1928 and also the minutes Of
adjourned meeting held June 26th, 1928,
adjourned from June Is, 1928, were APP
proved as printed.
ell went into opening of bids for the con-
struction of Sewer in the Lehigh Park
Section, and also bids for painting inter-
Tor and exterior of the Liberty HOOK and
Ladder Co. House.
The following were received
Proposals to the Council of the City of
sey, for the construction of a Sewer In
section known as Lehigh Park Perth Am
boy, Middlesex County, New Jersey.
George A.. Mclaughlin
The undersigned. as bidders. declare
that the only person, persons, company or
parties interested in this proposal as prin-
clpals are named on Page 4, that he has
carefully examined the annexed proposed
form of contract, the specification there
in contained and the plans therein refer
red to, that he has made a personal eX-
animation of the site of the proposed
work, and has made such Investigations
as are necessary to determine the thar
acter of the material to be encountered
and he proposes and agrees that il this
proposal is accepted he will enter into a
contract with the Council to provide the
necessary machinery, tools, materials and
labor specified in the contract or called
for in the plans or necessary to complete
the work in a manner therein specified,
within the time mentioned in the speci-
| fications and according to the require
ments of the Engineer. as therein set
forth for the following prices, to wit:
1. For s in. V. s. Pipe, with cut 8 IT.
s TT, the sum of $1,25 per lin. it.
2; For 5 in. v. 5 Pipe, with cut s IT,
3. For 5 IT. V. S. Pipe, with cut 10 IT.
IL IT. the sum of $3.50 per lin. #.
T. For 10 IT; Y; 5; Pipe with cut 9 IT,
5. For 10 It. V. S. Pipe. with cut s IT,
10 it., the sum of $500 per lin. #.
10 #. the sum of $3.50 per lin. IT.
6. For 10 in. Y. $. Pipe. with cutie IT.
10 it., the sum of $500 per lin. #.
8. For IL in. V. 5. Pipe, with cut 10 TT
IL IT.. the sum of sS,4O per lin; #.
s it., the sum of $3.50 per lin. #.
10. For 10 in. V. S. Pipe, with cut 5 IT,
10 It., the sum of 1910 per lin. #.
II. For Is in. V. S. Pipe, with cut 2 IT,
4 #, the sum of sS,95 per lin. #,
TT. the Jun of sS.75 per lin. #.
IS. For 20 in. ": $; Pipe with cut 4 IT,
6 IT, the sum of $500 per lin. #. :.
IA. For 20 in. V. S. Pipe, with cut IL
fila #, the sum of $3.50 per lin. it.
Is. For 20 in. V. S. Pipe, with cut
1s fills IT,, the sum Of $3.50 per lin; #.
Ii. For "a in. V. S. Pipe. with cut s IT.
10 it., the sum of $3.50 per lin. #.
IT. For "a in. V. 5. Pipe, with cut IL
ft.-14 #, the sum of $500 per lin; TT. -.
IS. For "a in. v. 5. Pipe, with cut IA
| Ill L IL sum VI WV &c AAAs -
10. For 3Oin. V. S. Pipe, with cut 6 it,
s TT, the sum of $3.50 per lin. #.
20. For SO in. V. 5. Pipe. with cut 0 IT,
A it. the sum of $3.50 per lin. IT.
81. For manhole complete, as speci-
fled. the sum of $4,000 each.
22. For drop manhole complete. as
specified, the sum of $4,000 each.
20. For rock excavation, the sum of
$500 per Gu. I'd.
"a. For sheathing left in place, the
sum of 500. 90 per NJ. b. +.
as. For 1886 concrete. as specified, the
sum Of $14.O0 per Gu. yd.
Proposal for Construction of a Septic Tank
in Lehlgh Park:
/. For Earth Excavation, the sum of
$500 per Gu. yd.
2. For 1-2-4 concrete, as specified, the
sum of $500 per Gu. I'd.
8. For manhole castings and covers in
| place, the sum of $4,000 each.
4. For Is in Glass c.. /. Pipe ? it.
in. long. the sum of $500 each.
s. For IS in. Class c. /. Pipe l In.
long the sum of $4,000 each.
6. For IS in. C. I. 4 Bends it. long
as specified, the sum of $500 each.
7. For dressed l in. T, & G. Lumber.
the sum of $4,000 per NJ. B. f.
3. For 1hxls in. Cypress, the sum OF
$250.OO NJ. B. F.
5. For 2 in.x4 in. Braces, the sum of
$1s5.00 per NJ. B. Il.
10. For Hy-Rib, Reinforcement. as
specified, the sum of $3.50 per So. yd.
Catch Basins and Appurtenances
Catch Basins shall be constructed where
shown on the plans in accordance with
the drawings, and at the direction of the
Engineer. These catch basins shall be
built either of brick or concrete with walls
and bottom s in. thick The bottom shall
not be lefs than 5 feet below the curb
opening and the invert of the overflow
which shall be a 10 in. pipe, two CD feet
above the bottom. The Inside diameter
shall not be less than three and one half
| G. I'D feet. A standard catch basin cast
| ing and top shall be used.
Sufficient 10 in. V. S. pipe to run from
each catch basin to the nearest main sew
er shall also be laid at a grade specitied
by the Engineer,
Catch Basins and Appurtenances
ITEM
1. 25 catch basins complete, as speci-
2, TOO lin. 1T. 10 in. V. S. Pipe connec-
tions for catch basins.
For Catch Basin complete, including the
laying of the necessary pipe, the sum OF
One hundred Eighty-six Dollars and
Twenty cents (s186.20) each.
1. For 5 in. V. s. Pipe, with cut 6 IT.
s TT. the sum of S2.O5 per lin. #.
2. For in. v. S. Pipe, with cut 8 IT,
10 #. the sum of $3.50 per lin. TT.
8. or 8 in. v. S. Pipe, with cut 10 IT,
10 #. the sum of $500 per lin. TT.
4. For 10 in. V. s. Pipe, with cut s IT,
8 #. the sum of s2.40 per lin. #.
5. For 10 in. v. S. Pipe. with cut 5 it.
10 TT. the sum of $2.75 per lin; #.
6. For 10 in. Y. S. Pipe. with cut 10 IT,
10 TT. the sum of 1925 per lin: #.
T.. For IL in. V. S. Pipe, with cut 8 IT.
10 #. the sum of $3.20 per lin. IT.
s. For IL in. v. S. Pipe. with cut III IT,
- TT. the sun of sS;79 per lin. IT, :r, $ - .
s #. the sum of s3.25 per lin. It.
10. For Is in. V. S. Pipe, with cut 8 IT,
10 #. the sum of $500 per lin. IT..
II. For IS in. V. S. Pipe, with cut 2 IT,
4 IT. the sum of $3.50 per lin. #.
-. For IS in. V. S. Pipe, with cut 8 IT,
s It. the sum of $3.50 per lin, #.
10. For 20 in. Y, S, Pipe. with cut q IT,
8 it. the sum of $500 per lin. IT.
IA. For 20 in. V. s. Pipe. with cut IL
ft.-14 It. the sum of $3.50 per lin. IT. :.
Is. For 20 in. V. s, Pipe. with cut u
fits IT. the sum of $3.50 per lin. TT.
16. For "a in. V, S. Pipes, with cut
ft.-1O IT. the sum of $500 per lin. #.
II. For "a in. V. S. Pipe, with cut l.
ft.-14 It. the sum OF $500 per I'm. II, :.
ft.-ie #. the sum of ss.75 per lin. #.
10. For 80 in. v. S. Pipes, with cut
fits IT. the sum of $3.50 per lin: f.: -. +,
ft.-4 IT. the sum of $1O.25 per lin. IT.
81. For manhole complete, as specified
the sum OF $125.00 each.
%; For drop manho5e Sompiste' al
23. For rock excavation, the sum Of
$1,000 per GU. yd.
"a. For sheathing left in place, tbs
sum of $4,000 per NJ. B. f.
rs. For Ia: 6 concrete, as specified, th'
sum OF $4,000 per Gu. yd. f..
Proposal for Construction of n Septic TAM
In Lehigh Park
1. For earth excavation, the sum o
$500 per Gu. yd.
2. For 1-2-4 concrete, as specified, thu
sum of $4,000 per Gu. yd. -.
8. For manhole castings and covers II
place, the sum of $500 each.
4. For IS in. Glass c. /. Pipe ? 1t.
6 in. long, the sum of $500 each.
&. For IS in. Glass "a" c. L. Pipe 1 II
long. the sum of 5000 each.
g For IL in q T. Il Bends 1 IT, long