HomeMy WebLinkAbout06497 ORD - 04/25/1962JKH:4 -23 -62
AN ORDINANCE
RECEIVING AND ACCEPTING THE CONSTRUCTION OF THE
GREENWOOD DRIVE STREET IMPROVEMENTS PROJECT NO.
220-61-41, AS PERFORMED BY THE CONTRACTOR, HELDENFELS
BROTHERS, UNDER THEIR CONTRACT DATED OCTOBER 2,
AUTHORIZED BY ORDINANCE NO. 6299; AUTHORIZING PAYMENT
OF FINAL ESTIMATE NO. >+ DATED MARCH 31, 1962, IN
AMOUNT- OF 9,392. 5, A COPY OF WHICH IS ATTACHED HERETO
AND MADE A PART HEREOF,'SAID PAYMENT TO -BE MADE OUT OF
NO. 220 STREET BOND FUNDS PREVIOUSLY APPROPRIATED FOR
THIS PROJECT; AND DECLARING AN EMERGENCY.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI,
TEXAS:
SECTION 1. THAT THE CONSTRUCTION OF THE GREENWOOD DRIVE STREET
IMPROVEMENTS, PROJECT ND. 220- 61 -41, AS PERFORMED BY THE CONTRACTOR, HELDENFELS
BROTHERS, UNDER THEIR CONTRACT DATED OCTOBER 24, 1961, AUTHORIZED BY ORDINANCE
No. 6299, HAVING BEEN PERFORMED AND COMPLETED IN ACCORDANCE WITH THE TERMS
AND PROVISIONS OF THE CONTRACT, PLANS AND SEPCIFICATIONS THEREIN CONTAINED,
M
AND THE DIRECTOR OF PUBLIC WORKS HAVING INSPECTED THE SAME AND CERTIFIED TO
THE COMPLETION OF SAID WORK IN ACCORDANCE WITH THE SAID PLANS AND SPECI- -
FICATIONS, THE WORK AFORESAID IS HEREBY FOUND TO HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IS HERE AND NOW ACCEPTED
AND RECEIVED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS. ti
SECTION 2. THAT FINAL PAYMENT DUE UNDER THE CONTRACT AND AS SET
OUT IN THE FINAL ESTIMATE ATTACHED HERETO AND MADE A PART HEREOF, APPROVED a
BY THE DIRECTOR OF PUBLIC WORKS, DATED MARCH 31, 1962, IN THE AMOUNT OF
$69,392.657 OUT OF No. 220 STREET BOND FUNDS PREVIOUSLY APPROPRIATED FOR
THE AFORESAID PROJECT, IS HEREBY AUTHORIZED.
SECTION 3. THE NECESSITY FOR COMPLETION OF SUCH WORK BY SAID
ACCEPTANCE AND FINAL PAYMENT IMMEDIATELY CREATES A PUBLIC EMERGENCY AND AN
IMPERATIVE PUBLIC NECESSITY REQUIRING THE SUSPENSION OF THE CHARTER RULE
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 DECLARED SUCH '
EMERGENCY AND NECESSITY TO EXIST, HAVING REQUESTED THE SUSPENSION OF THE
P
649 r
CHARTER RULE AND THAT THIS ORDINANCE BE PASSED FINALLY ON THE DATE OF ITS
INTRODUCTION AND THAT THIS ORDINANCE TAKE EFFECT AND BE IN FULL FORCE AND
EFFECT FROM AND AFTER ITS PAS AGE IT IS ACCORDINGLY PASSED AND APPROVED,
1
THIS THE DAY OF 1962.
ATTES
CITY ECRET RY/
APPROVED AS TO LEGAL F RM THIS
,3 DA1( OF 1962;
CITY ATTORNEY
MAYOR Plo•Tem
THE CITY OF CORPUS CHRISTI, TEXAS
CITY• OF CORPUS CHRISTI, TEXAS,
DEPARTMENT OF PUBLIC WORKS - ,ENGINEERING & CONSTRUCTION DIVISION
CON TRACT, MONTHLY, ESTIMATE
•- a-. - ,�'3�^' . l - iPM'2 Fn"M'6'
Project CgU m arrnn nttlggj p. W A7VWE TO 8{mw ROAD
_ Est. No 4 &'final
Contractor: EE 'nE. QT99RR• Dat c
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0. - EOIL'3, COIIP�19 CIIi�ST a I +tick 152
$17-, Z7 �,XU Sheet 1 of
Item
No.
- Item Description - --
Unit
Proj, Est. -
Quantities '
- Tbtal Work
Done on Cont.
Contract
Unit Price
Amount
1.
,Street Excavation,
S:Y,
42,616
431444
'` 6.60
"26,066.40,
-2-
7" Lime Stabilized Clay Base
'S
x±1,162'''
,41,160 '
0:65
K _26;754.00
3.
Flexible Base Caliche -
C.Y.
5;000
_,
3,968' "'
' 2.55 -,
10,118.40'
4.
'Type "D ",Asphaltic Conc. Agg."
Ton-
2,840.'"
2,6§8.48
.'- '' 7.15
26,913.22
5.
Type "A" Asp. Conc. Agg. (shell
)-Ton
4,005'
3,994:83''
6.25
24,967.69
6.
Liquid Asphalt (OA -90) for Hot-
-
=
Mix Asphaltic Concrete, (with `
' ' `'
"'
a= , •: '
,
Type "D" 8 "A" Shell)
Ton
'' r ' 474v `
`� . 438:69
, 24.00
:10,52$.56
7:
Trime' Coat ('M0 -1)- -
5,277
-5,16o
--0.17
_
877.20
8.
New Curb do $utter:
LcF.
14,986 :`
15,015`"
1:75
`26,276:25
`9:
'New Concrete Sidewalk �- r ..
S.F.
.43;570 _ ,
+•_ 43,646
-0.4o
'' 17,458:40
10
-New Reinforced Cone. DriveOmv
S.F.
12,135 -.
.a .19,254. -3
0.70
13,506.01
4.
For Adjusting Existing' inlets
Ea.
_ '. ]4
19
_ 100.00
].1900'.00
1?
for 5' Inlet:
-Ea.
„ •31,"
31'
165•ao
5,115.00
13
Manhole,.Type A
Ea.
9
- 9 ;,;
300.00
2,700.00
14
Reinforced Concrete P1pe 1'5 "• ,
1-F.
1;332 •'
'.,387 ':.
' _ ; •.6.00
' ••, 8,322.00
15
Reinforced Concrete•.Pipe 18 "--
i:F.
930'
930-
= 6.'5o
` 6,045.00
16
Reinforced Concrete Pipe 24"
•36"
t.F.
450
"` 446'
8:75
3,902.50
17.-
Reinforced Concret* ,Pipe
L.F.
692,.2
683;•
�''4'12.o0
8,195.00
•°18
Reinforced Concrete Pipe'48" '
.- L.F ;'
60 , .
+' = 36.3
: ;.•, 26:00
726.00
19
Removing Old Structures up to
_21" Dia.
.L:F.
!12528'
1,842 -
l:OQ
1,842.00
20
Removing Old Structures over
21" Dia "
L.F.
., 1,728
1,840 -_
1v50
9,760.00
21,
Remaying Old Strnetux'ea (inlet
Grate,inlets, etc'.)
L.S-
1609
.'2,ODO :00
2;000.00
22
New Concrete,'Valley Gutter, -'
L.F.
-3o
24.4
1.90,.
' 46.36
23
Single 6 "• Concrete Stgps _
Pa.:
' ' 3 .•
5
`50.00
` ' 250.00
24
Mortar Plastering,for.Stucco-
-
Buildings - .
S.F.
,, 50.: ,.
} 64.5 •i
1.00
64. jU
25
Laying Salaged Base biaaterisl`
i
C. -Y.
1,110
1,840 '-
',.:•2.00
31680.00-
26
51x 5' Monolithic lleinforce3
Concrete Box
L.F.
! 100
.100.
34.00
F 3;400.00