O-90-2493 - 8/9/1990ORDINANCE NO. a q 93
AN ORDINANCE AMENDING THE BUDGET FOR FISCAL YEAR 1989-1990
FOR THE GENERAL OBLIGATION BOND CAPITAL IMPROVEMENT PROGRAM;
PROVIDING FOR A SAVINGS CLAUSE AND REPEALING CONFLICTING
ORDINANCES AND RESOLUTIONS.
BE IT ORDAINED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS:
That the budget for fiscal year 1989-1990 for the General Obligation
Bond Capital Improvement Program as shown in Exhibit "A" attached hereto
and incorporated herein is hereby amended.
II.
A. All ordinances, parts of ordinances, or resolutions in conflict
herewith are expressly repealed.
B. The invalidity of any section or provision of this ordinance
shall not invalidate other section or provisions thereof.
READ, PASSED, and ADOPTED on first reading this day of
19
Alternative 2.
AD and APP O,VED on first reading this the day of
19 .
READ, APPROVED and ADOPTED on second reading this the day of
19�D
MIKE ROBINSON, Mayor
City of Round Rock, Texas
ATTEST:
NNE LAND, City Secretary
TOWER DRIVE -- CONSTRUCTION COST ESTIMATES
OPTION A
UNITS
QUANTITY
COST/UNIT
PRICE
STREET EXCAVATION
SQUARE:
YARDS
2900
$3.25
$9,425.00
FLEXIBLE BASE (15")
SQUARE:
YARDS
2300
$7.50
$17,250.00
H. M. A. C. (C')
SQUARE
YARDS
2300
$4.00
$9,200.00
CONC . CURB & GUTTER
LINEAR
FEET
1 300
$5.00
$6,500.00
CONCRETE DRIVEWAYS
SQUARE
FEET
3000
$3.00 0
$9,0 i0.0c)
REST. & REVEGETATION
SQUARE
YARDS
500
$1.00
$500.00
CURB INLET (10')
EACH
2
$2,000.00
S4,000.00
R.G.P. (1.8")
LINEAR
FEET
70
$35.00
$2,,450.00
STREET REPAIR
LINEAR
FEET
70
$15.00
$ 1 , 05� i . � 0
SUBTOTAL
$59, X575. 0( )
CONTINGENCY (10%)
$51937.50
TOTAL OPTION A
$65,312.50
OPTION B
UNIT'S
QUANTITY
COST/UNIT
PRICE
STREET EXCAVATION
SQUARE
YARDS
675
$4.00
—
S1,700.00
FLEXIBLE BASE (15")
SQUARE::
YARDS
675
$8.00
$5,000.0)
H. M. A. C. (2")
SQUARE
YARDS
67
$5.00
$3,375.00
CONC. CURB & GUTTER
LINEAR
FEET
100
$15.00
$1,500.0C)
STREET REPAIR
LINEAR
FEET
70
$15.00
$1,050.00
R.C.P. (1.8")
LINEAR
FEET
70
$35.00
$2,450.00
CURB INLET (10')
EACH
2
$2,000.00
$4,000.00
SEAT.... COAT
SQUARE:
YARDS
1650
$1.00
$1,650.00
SUBTOTAL_
$22,125.00
CONTINGENCY (10%)l
$2,212.50
TOTAL OPTION B
$24,337.50
I
I
OPTION C
UNITS
QUANTITY
COST/UNIT
PRICE—
: TOTAL OF OPTION B ABOVE
------------------_.----_---_------ —
—_$22,125.00
ADDITIONAL EXCAVATION
SQUARE
YARDS
300
$4.00 i
$1,2 0.0i
ADDITIONAL CURB AND GUTTER
LINEAR
FEET
370
$6.00
$2j220.00
CONCRETE: DRIVEWAYS
SQUARE
FEET
1000
$3.00
$3,000.00
RESTORATION AND REVEGETAT I ON
SQUARE
YARDS
250
$1.00
$250. Oc i
SUBTOTAL
$29,795.00
CONTINGENCY
(10%)
$2,979.50
TOTAL
OPTION C
x31,674.50
EXHIBIT "A"
=================================
OPTION D
=================================
UNITS QUANTITY COST/UNIT PRICE
_____________________________________________________________
________�______
STREET EXCAVATION SQUARE YARDS 400 $5.00 $2,000.00
FLEXIBLE BASE (15") SQUARE YARDS 400 $8.00 $3,200.00
H.M.A.C. (2") SQUARE YARDS 400 $5.00 $2,000.00
============================================================================
SUBTOTAL $7,200.00
CONTINGENCY (10%) $720.00
TOTAL OPTION D $7,920.00
NOTES: OPTION A ESTIMATE IS FOR THE RECONSTRUCTION OF
THE ENTIRE LENGTH OF TOWER DRIVE (APPROXIMATELY
750 L.F.) FROM MAYS TO DIXIE. THIS OPTION IN-
CLUDES REMOVING AND REPLACING THE EXISTING CURBS,
BASE AND ASPHALT AS WELL AS THE INSTALLATION OF
STORM SEWER INLETS AT MONTCLAIR AND ASSOCIATED
STORM SEWER PIPING.
OPTION B ESTIMATE IS FOR THE RECONSTRUCTION
FROM LIP OF GUTTER TO LIP OF GUTTER FROM MAYS
TO APPROXIMATELY 225' EAST OF MAYS. NO CURB
REPLACEMENT IS ALLOWED FOR IN THIS OPTION.
THIS OPTION INCLUDES THE DRAINAGE IMPROVEMENTS
OUTLINED IN OPTION A, A SMALL AMOUNT OF CURB
REPLACEMENT JUST EAST OF MONTCLAIR AND SEAL
COAT OF THE REMAINDER OF TOWER DRIVE.
OPTION C ESTIMATE IS THE SAME AS OPTION B BUT
INCLUDES REPLACING CURB AND GUTTER AND DRIVEWAY
APPROACHES FOR THAT PART OF TOWER PROPOSED FOR
RECONSTRUCTION IN OPTION B.
OPTION D ESTIMATE IS FOR REMOVING AND REPLACING
CERTAIN AREAS THAT ARE EXHIBITING FAILURE
(ALLIGATOR -TYPE CRACKING). THIS IS A
"MAINTENANCE -TYPE" ALTERNATIVE AND THE FINAL
PRODUCT WOULD HAVE A "PATCH -WORK" TYPE OF
APPEARANCE.
EXHIBIT "I\"
SOUTH CREEK DRIVE IMPROVEMENTS
Construction Cost Estimate:
Remove & Replace
750 L.F. Curb & Gutter
@
$ 12.50/L.F.
=$
9,375.00
3 Ea Valley Gutter
@
$3000.00/Each
=$
9,000.00
1 Ea Valley Gutter Wings
@
$1000.00/Each
=$
1,000.00
6 Ea Raise Existing Manhole to Finished Grade
@ $ 200.00/Each =$ 1,200.00
2250 S.Y. Pavement Milling @ $ 3.00/S.Y. =$ 6,750.00
1020 Ton Hot Mix Level -up & Overlay
1 L.S. Striping & Buttons
7000 S.Y. Seal Coat
SCkImp/jn
EXHIBIT "A"
$ 30.00/Ton =$30,600.00
$1,000.00/L.S. =$1,000.00
$ 1.00/S.Y. =$ 7,000.00
+ 10% Contingency
Total
$65,925.00
$ 6,592.50
$72,517.50
CITY OF ROUND ROCK, TEXAS
CAPITAL IMPROVEMENTS BUDGET 1989-90 AMENDMENT
26 -Jun -90
ITEM 6) FUNDING SOURCE
Tower Drive Improvements CO` 1//985-A G.O. Street Improv Bonds
South Creek Drive Improvements 1985 G.O. Street Improv Bonds
1985-A G.O. Street Improv Bonds
Total Amendments
EXHIBIT "A"
BUDGET
3 1
$72,518.00
DATE: August 7, 1990
SUBJECT: City Council Meeting, August 9, 1990
ITEM: 8A. Consider an ordinance amending the Capital Improvements
Budget to include certain road improvements. (Second
Reading)
STAFF RESOURCE PERSON: Jim Nuse
STAFF RECOMMENDATION:
Two roads in Round Rock are badly in need of repair. These roads are
South Creek Blvd. and Tower Drive. The funds are available for these
projects. Please see the attached cost estimates.