HomeMy WebLinkAboutResolution - 1163 - Approve Paving Costs Schedule - 08_12_1982RESOLUTION 1163 -.8/12/82
PVG RESOLUTION
WHEREAS, Section 28.66 of the Lubbock City Code provides that the
City Council shall approve the paving cut and repair costs as revised
and supplemented with the recommendations of the City Engineer, and
WHEREAS, the City Engineer has herewith submitted such a current
schedule of such costs as shown on attached "Exhibit A", annexed hereto
and made,a part hereof, and this City Council finds such schedule to be
in order as correctly and currently setting forth such costs; NOW THERE-
FORE
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
That the paving cut and repair costs schedule attached here to
as "Exhibit A" is hereby in all respects approved and adopted, and
shall become effective immediately upon the passage of this resolution
without further writing or direction from this City Council.
Passed by the City Council this 1 hday of st 1982.
BIL cA STE MAYO
-ATTEST:
E elyn Gaf ga, City S r a - Treasurer
APPROVED AS TO CONTENT:
Don Jeni%ngs, Citf Engineer
47
APPROVED AS TO FORM:
J. Wo h Fullingim, Asst. ty Attorney
STREET DEPARTMENT
PROPOSED PAVING CUT
REPAIR COST
August, 1982
EXHIBIT A
"PROPOSED PAVING CUT REPAIR COTS"
August 1982
AREA OF
PATCH
ASPHALT
ONLY
0ONCIZETE
CNLY
ASPHALT &
ODNCEETE
*0-50
184.50
168.20
352.70
51-199-_-..--`-
3.69
S.F.
3.36.
S.F.
7.05
S.F.
200-299
3.60
S.F.
3.36
S.F.
6.96
S.F.
300-399
3.42
S.F.
3.24
S.F.
6.66
S.F.
400-499
3.30
S.F.
3.06
S.F.
6.36
S.F.
500-599
3.18
S.F.
2.94
S.F.
6.12
S.F.
600-699
3.00
S.F.
2.82
S.F.
5.82
S.F.
700-799
2.88
S.F.
2.76
S.F.
5.64
S.F.
800-899
2.70
S.F.
2.64
S.F.
5.34
S.F.
900-999
2.58
S.F.
2.52
S.F.
5.10
S.F.
1000-1099
2.46
S.F.
2.40
S.F.
4.86
S.F.
1100-1199
2.34
S.F.
2.28
S.F.
4.62
S.F.
1200-1299
2.22
S.F.
2.16
S.F.
4.38
S.F.
1300-1399
2.10
S.F.
2.04
S.F.
4.14
S.F.
1400-1499
1.98
S.F.
1.92
S.F.
3.90
S.F.
1500-1599
1.86
S.F.
1.80
S.F.
3.66
S.F.
1600-1699
1.74
S.F.
1.74
S.F.
3.48
S.F.
1700-1799
1.56
S.F.
1.62
S.F.
3.30
S.F.
1800-1899
1.44
S.F.
1.50
S.F.
2.94
S.F.
1900-1999
1.20
S.F.
1.44
S.F.
2.64
S.F.
2000 +
Maximum (to be calculated by Street
Supervisor due to time & labor Involved)
* Minimum cost due to time and labor involved in repair.
7
August 1,982
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I. ESTIMATE OF ACTUAL COST FOR PATCHING PAVING COST - 1982
A. Personnel Costs
1.
1-- Equipment
Operator III
(Robert JOhnson @ $7.51/Hr.
+ ($2.55)
2.
1 - Equipment
Operator II.
(Felix Orta @
$7.09/hr. + ($2.41)
3.
1 - Equipment
Operator II
(Rufus Quevedo @ $6.79/hr + ($2.30)
4.
1 - Equipment
Operator I
(Edward Bulee
@ $4.82/hr. +
($1.63)
5.
1 - Equipment
Operator I
(Jody Seaborn
@ $4.82/hr. +
($1.63)
Total Hourly
Cost for Crew
(Include 34%
Benefits Cost)
B. Equipment Costs
1. Flat Bed Truck
2. Air Compressor
3. 12 C.Y. Dump Truck
4. Pick up & Patch Pot
5. Front End Loader (W/Backhoe)
6. Vib. Steel Wheel Roller
TOTAL
C. Average Driving Time
1. From Yard to Paving Cut - 30 minutes
2. From Paving Cut to Yard - 30 minutes
D. Minimum.Time Required at Paving Cut Location
1. Asphalt Only Patch - 90 minutes
2. Concrete Only Patch - 180 Minutes
3. Asphalt & Concrete Patch - 210 Minutes
$10.06 .hr.
$ 9.50 hr.
$ 9.09 hr.
$ 6.45 hr.
$ 6.45 hr.
$41.55
$12.45/hr.
$18.80/hr.
$16.00/hr.
$15.45/hr.
$27.75/hr.
$ 8.00/hr.
$98.45
Paving Cut Cost
- Page 2 - 1982
E. Minimum Cost for Asphalt Only Patch - (50 S.F.)
1.
Personnel -
($41.55/Hr.) (Location 1.5 hr. + Driving 1.0 fir.)
$103.87
2.
Equipment
Flat Bed Truck ($12.45/hr.) (2.5 Hr.)
$ 31.13
Air Compressor ($18.80/hr.) (2.5 Hr.)
$ 47.00
12 C.Y. Dump Truck ($16.00/hr.) (2.5 Hr.)
$ 40.00
Pick Up & Patch Pot ($15.45/hr.) (2.5 Hr.)
$ 38.63
Front End Loader ($27.75/hr.) (2.5 Hr.)
$ 69.38
Vib. Steel Roller ($ 8.00/hr.) (2.5 Hr.)
$_20.00
TOTAL ($98.45/hr.) (2.5 Hr.)
$246.14
3.
Material - (50 S.F. x 2" depth x 140 P.C.F.) = 0.01167
ton/S.F.
(0.58 ton) ($34.00/ton) = 19.72
4.
Total Cost- $364.50 ($7.20/S.F.)
F. Daily Cost for Asphalt Only Patch - (2000.S.F.)
1.
Personnel -
($41.55/hr.) (Location 7.0 hr. + Driving 1.0 hr.)
$382.40
2.
Equipment -
($98.45/hr.) (Driving Time 3.0 hr.)
$295.35
3.
Material -
(0.01167 ton/S.F.) (2000 S.F.) ($34.00/ton)
$770.22
4.
Total Cost - ($1.20 S.F.)
$1397.97
G. Establish typical costs and number of 50 S.F. patches
made in 1 day
(Asphalt -Only)
1.
Assume an average of 5-50 S.F. patches can be repaired in 1 day
2.
Personnel -
($41.55 hr.) (Location 5.0 hr. + Driving 3.0 hr.)
$332.40
3.
Equipment -
($98.45/hr.) (Operation & Driving 5.0 hr.)
$492.25
4.
Material -
5 (50 S.F.) (0.01167 ton/S.F.) ($34.00/ton)
$198.60
5.
Total Cost - ($3.69/S.F.)
Paving Cut Costs - Page 3 - 1982
H. Considerations
1. It is realized that many variables, -as indicated below will
affect the actual cost per square foot of a patch.
(a) Number of patches required per day.
(b) Area of each patch.
(c) Driving time to each patch.
(d) Driving time to hot mix plant.
(e) Number of men actually required by shape or condition
of patch.
(f) Operating time for each piece of equipment.
2. A typical daily situation must be assumed, as indicated by
Items F & G.
3. A "straight line" relation is assumed as the condition that
would exist between 5-50 S.F. patches and 1-2000 S.F. patch
on attached graph.
4. Limited records prevent an accurate analysis of type, size,
and cost of individual patches.
I. Establish typical costs and number of 50 S.F. patches made in one day
(For an Asphalt and Concrete patch.)
1. Assume an average of 5-50 S.F. patches can be filled with concrete
the first trip to the patches. .
2. Assume an average of 5-50 S.F. patches can be covered with hot mix
on the second trip which must be at least 3 days after the first
trip.
3. Expenses for the first trip -
a. Personnel - (G-2) - $332.40
b. Equipment
(1) Flat Bed Truck - $12.45
(2) 12 Cu. Yd. Dump Truck - $16.00
(3) Front End Loader - (W/Backhoe) $27.75
$56.20
($56.20/hr.) (5.0 hr.) _ $281.00
C. Material -
5 (50 ft. 2) (0.5 Ft.)/(27 Ft.3/Yd.3) = 4.63 C.Y.
(4.63/C.Y.) ($49.00/C.Y.) - $226.87
Paving Cut Costs - Page 4 - 1982
d. Total Cost - ($3.36/S.F.)-1($840..27)
4. Expenses for 2nd Trip y1($246.14)
Same as G-5 - $3.69/S.F.
5. Total Cost - $7.05/S.F.
J. Establish typical cost for 1-2000 S.F. Asphalt and Concrete patch
1. Expenses for 1st Trip - $246.14
a. Personnel - $332.40
b. Equipment - $281.00 (I.3.b.)
c. Material -
(2000 Ft.2) (0.5 Ft.) (27 Ft.3/Yd.3) = 37.04 C.Y.
(37.04 C.Y.) ($49.00/C.Y.) = $1814.96
d. Total Cost - $2674.50 ($1.44/S.F.)
2. Expenses for 2nd Trip -
Same as F-4- $1.20/S.F.
3. Total Cost - $2.64/S.F.
Paving Cut Costs.- Page 5 - 1982
CONCRETE
Flat Bed
$12.45/Hr.
(3)
$37.35
Air Comp.
$18.80/Hr.
(3)
$56.40
12 C.Y. Dump Truck
$16.00/Hr.
(3)
$48.00
Pickup & Pot
$15.45/Hr.
(3)
$46.35
Frontend Load
$27.75/Hr.
(3)
$83.25
Vib Steel
$ 8.00/Hr.
(3)
$24.00
EQUIPMENT
$295.35
PERSONNEL
Johnson
$10.06
(3)
$30.18
Orta
$ 9.50
(3)
$28.50
Quevedo
$ 9.09
(3)
$27.27
Bulee
$ 6.45
(3)
$19.35
Seaborn
$ 6..45
(3)
1$9.35
$41.55
$124.65
MATERIAL
$45.374 - 1/5 Cost of 5 (50 SF = $387.85)