HomeMy WebLinkAbout02810 ORD - 07/06/1950F/3/'5T(5)'
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AN ORDINANCE
RECEIVING AND ACCEPTING THE WORK ON SANITARY SEWER
MAINS - EXTENSIONS OF OSO DISPOSAL SYSTEM- BY
HELDENFELS BROTHERS AS AUTHORIZED UNDER CONTRACT
DATED THE DAY OF August , 1948, FOR SAID PRO-
JECT BY AND BETWEEN THE CITY AND BELDENFELS BROS.;
AND DECLARING AN EMERGENCY.
BE IT ORDAINED BY THE CITY COUNCIL OF
THE CITY OF CORPUS CHRISTI, TEXASs
SECTION 1. That the work of Heldenfels Bros„ under its con-
tract with the City dated the 3 day of August , 19R8, on Sanitary
Sewer Mains - Extensions of Oso Disposal System, having been performed
and completed in accordance with the terms and provisions of the said
contract, and plans and specifications for said work, and the Director
of Public Works having inspected the same and certified to the com-
pletion of said work in accordance with said plans and specifications,
and the materials therein incorporated having been tested and approv-
ed, the work aforesaid is hereby found to have been completed in ac-
cordance with the plans and specifications and is here and now accept-
ed and received by the City Council of the City of Corpus Christi,
Texas,
SECTION 2. That final payment due under the contract mention-
ed and as set out in the final estimates! which is attached hereto and
made a part, prepared and checked by the Director of Public Works and
recommended for payment, dated June 30, 1950, in the sum of $106,139.12
be made in accordance with the terms of said contract and from Fund No.
295 Improvement Bonds 1948 Construction Fund (Sanitary Sewers) as pre-
viously set aside for such payment.
SECTION 3. The necessity for completion of this project by
such acceptance and by the approval for final payment of such final
estimate as aforesaid creates a public emergency and imperative public
necessity requiringthe suspension of that Charter rule providing that
no ordinance or resolution shall be passed finally on the date of its
introduction and that such ordinance or resolution shall be read at
three several meetings of the City Council, and the Mayor, having de-
clared that such emergency and necessity exist, requesting that said
Charter rule be suspended and that this ordinance be passed finally
on the date of its introduction and take effect and be in 17x.0 force
and effect from and after its passage, IT IS ACCORDINGLY SO ORDAINED.
PASSED AND APPROVED,
A ESTE
City acre ary
APP=DAS TO 4GAL FORME
t
City torney
This the day of July, 1950.
EM
City of Corpus Christi, Texas
Corpus Christi, Texas
1950
TO THE ATP.4 IMS OF TH$ CITY COUNCIL
Corpus Christi, Texas
Gentlemen:
For the reasons set fort in the emergency clause of the fore-
going ordinance, a .public emergency and imperative necessity exist for
the suspension of the Charter rule or requirement that no ordinance or
resolution shall be passed finally on the date it is introduced, and
that such ordinance or resolution shall be read at three meetings of the
City Council; I, therefore, hereby request that you suspend said Charter
rule or requirement and pass this ordinance finally on the date it is
introduced, or at the present meeting of the City Council.
Respectfully,
Jv�YOR
City of Corpus Christi, Texas
The Charter rule vas suspended by the following vote:
Leslie Wasserman
/� „ 1
�b —'"
Jack DeForrest
Harney Cott
Sydney E. Herndon
;
George L. Loc,man.
The above ordinance vi as
passed by the following vote:
Leslie ioasserzaa.a
Jack DeForrest
Harney Cott
Sydney E. Herndon(p
;
George L. Lowman
� M
INTER- OFFICE COMMUNICATION
Dept. Public forks—
To- _ W G. Graf, C #ty Controller
Through: lf, B. Collier, City Manager
From H. W. Stirman,.Director of Public Works Date dune 30, -1950
Subject Final Estimate - Coo Sanitary Sewer Project
Attaohed. are copies of lloathy Estimate 80. 18 and Final covering
work completed by Heldenfols Brothers on Sanitary Swaar Wain
Extensions of Uaa Disposal. Systea:.
rhia Work has teen performed is accordane with plane and speci-
fications and materials incorporated therein have been tested
and approved. This final estimate was prepared and checked in
thin office, and payment is recommended.
It is requested that the Legal Department to i.nWU_Wtod to prepare
the proper Ordinance for rresentation to the City Council accepting
the work and authorising final pagnnt for oases. �..
Please return the voucher and estimates to this office for trans -
mittal to the contractor.
HAS/be
Attachments
cc: City lttw ty F/
CITY OF CORPUS CHRISTI, TEXAS
DEPARTMENT OF PUBLIC WORKS - ENGINEERING & CONSTRUCTION DIVISION
CONTRACT MONTHLY ESTIMATE
Project A-A. y saw V"
-
zoAii" i" or Dan - Dfdty7p -, Bye EA. No. l� is Bix1i1
Contractor: x+32.. +' l+ grot ar - Date JWW 30, IM
[+n ta11PL rte,.+ t-rw-a +ate! Sheet _of 2
Item
No.
'Item Description
Unit
Proj. Est.
Quantities
Total Work
Done on Cont.
Contract
Unit Price
Amount
37-
-
5 Llsa- $td- A. u 14'
1
12
W.0000
0.00
�! 620.00
38.
40'
4' Du- std. No No 20' - 22'
4' DU- 'Jtd- 91. 8- 1d' •- 20'
�4.
Zia.
2
3
1.2
325.00
3,900.00
40-
t „ .
4 Dia. Std. It. $. 161-13,
9sa. ,
&a.
8
5
4
8
265.00
231.00
1,060.00
1,848.00
41.
42.
4' fto std. 91. R. 14' - 16'
V Dia. Std. U- R. 12' - 14'
2a-
6
2
206.00
412.00
43-
4' Dia. Std. N. Ho 10' - 12'
$a.
11
8
20
181.00
159.00
1,448.00
3,180600
44.
45.
4' Dia. $td. 1. No 6' - 10'
4' 81a- Std. V- No 6' - S'
a1&-
1a.
29
35
137.00
7,288.00
k6.
4' Dia. std. 9. No 4' - 6'
1&.
399
11
0
U55.00
U0,00
1,265.40
O-OD
47.
48.
4' Dia. . No No 20' - 22'
V DIA- Drp. 9- R- 15' - 20'
"-
8a-
5
12
6
W0.00
2,400.00
49
4' Dia. Drp. 9t. a. 16' -181
&a.
3
7
12
*85.00
241.00
1,.995.00
2,892.00
50.
4- Dia. WP. 14 x- 12' -14'
2s.
3
3
9
200.00
1,800.00
5
4- Dia. 90- k- D- 10' -12'
000. sn4*oeAt or 30" V.T.P
rM
L.F
550
760
10.00
7,600,00
7 .
Std. 450 Cleataaat
fia.
65
76
2'2.50
1,710.00
Fare* Aeeeuat - Santa Fe &ZW
iota
591.97
tons Aecaaat - staples :its oe
24"
in
9,565.36
l VWW ftiee an Seaend Drop
D9rap
laadWUS
7 - 1U' to 12' Daep d 19
00
1)3.00
280.40
8 - 12' to 14' Daap W 3500
Dpp out 'Has" C- Onftatlens -
O%ed
Pries
10 at 25.00 4"k
250.00
Certified
Correct
Chief & at `
Approval J
Recommended -
irector of Public Works
Approved:
City Manager
Total Work Done
-
% Retained - An
Date 7 �-� . Amount Payable 556.981.06
Previous Payments - 1. 00,241 -�
Due This Estimate 106,239 -U
Estimate CheckedR.L -0- 6/30, t
CITY OF CORPUS CHRISTI, TEXAS
DEPARTMENT OF PUBLIC WORKS - ENGINEERING & CONSTRUCTION DIVISION
CONTRACT MONTHLY ESTIMATE
Project i4amt y 3 �- W�
Iis[lhori4�r of O>r� Dirrwirl 8p�tea Est. No. liEr11
Contractor: 1webmfrl, Bb.ethrrr _ Date Jew 30, 1950
d+3! U.A..aa. Lrd_ fl--A E4tr4&m _ Trttlr Rb.p.t 1 of 2
Item
No.
Item Description
Unit
Proj• Est.
Quantities
Total Work
Done on Cont.
Contract
Unit Price
Amount
1,
24" T.T.P.(Std.) 22' - 24'
L.B.
26530
1,350
12.41
16,753.50
10.
24" V.T.P.(Std.) 20' - 22'
L.F.
15,202
8,528
9.91
841512.48
U.
24" T.T.P.(8td6) 18' - 20'
L.1t.
I,915
131982
8.51
135#785.56
U.
24• F.T.P. std.) 1'6�"' - 1.8'
(
L.P.
1
8• 11
•
�►. �
5.
24" T.T.P. Std.) 141 - 1.6'
L.P.
3,300
3,132
7.116
44,617.52
6.
24. F.T.F.(std.) 12" - 1111
L.F.
275
3,1314
7.62
$6074
■ V.T.Ia. std. 10' - 3.2'
L.F.
800
516
7.11
3,661.76
8.
)]
24• V.T.P. std. 6' -.'
L.P.
175
274
6.61
1.811.111
�.
24" T.T.P. td.) 4' - 6'
L.F.
750
7147
6.11
4456617
21" T.T..((8td.) 28' • 20'
L.F.
L.F.
2,1436
936
2,436
1,086
8.16
7.61
19,877.76
8,264.46
1J4.
15.
18" V.T.P.(std.) 18' - 20'
18" V.T.P.(Std.) 16' - 18'
L.P.
2,040
1,944
7.2'1
14,016.24
16.
15" T.T.P. (8td.)16' - 18'
L.7'.
2,485
3,513
4.25
14,930.25
17•
158 T.T.P. (Std.) 14' -160
L.F.
1,630
1,508
3.75
5s4
18.
120 V.T.P.(std.) 16' - 18'
L.Fs
425
375
3.60
1050.00
19.
12" V.T.P.(Std.) 14' - 16'
L.P.
1,035
1,843
3.15
5,805.45
20.
14" V.T.P. {8td.) 12' -140
L.B.
2,075
41179
2.90
12,119.10
21.
12. 9.T.I*. BLd. 30' - 12'
L.B.
3,755
5,0
26.40
13,223.60
42.
12" V.T.I?. Std. 8' - 10'
L.P.
3,175
1,565
2.10
3,266.5€%
23.
12% T.T.P. Std. G' - 8'
L.F.
960
951
1680
1,711. 3
24.
10* V.T.P.(Std.) Of - 10'
L.F.
775
1.331
1.90
2,528.90
25.
10" T.T.N (Std.) 6' - 8'
L.B.
1,823
3,W
1.75
5,323.50
26.
10* T.x.?.(Std•) 4' - 6'
L.B.
2,aw
2,336
1.60
3,737.60
8* V.T.P. std. 12' - 14'
L.F.
500
418
2000
336.00
28.
8" V.T. P.(Std.j 10' - 12'
L.B.
2,160
568
1.85
1,050.90
25.
Be T.'T.P.(i3td.))) 8' -101
L.F.
5.240
1,541
1.70
2,619.70
1
80 V.T.P.(Std.) 6' - 8'
L.F.
16,8W
11,880
1.55
18,414.00
31.
88 V.T.P. {std.) 4' - 6'
L.F.
34,145
41,968
1.40
58,755.20
321
5' Dia.std.B.H. 22' - 24'
644.
2
0
590.00
0400
33•
5' 0it.std.if.I4. 20' - 22'
TA.
8
0
530.00
0.00
714.
5' 01a.5td.1t.H. 18' - 20'
asst.
4
0
435.03
40130
35•
5' DU-std-m-% 3A' - 18'
"1
1
0
365.00
0.00
36.
5' Dia.std.14.H. 14' -161
Last.
4
0
295.03
0.00
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