HomeMy WebLinkAboutResolution - 2945 - Utility Joint Use Agreement - TDHPT - I27 Construction - 11/10/1988DGV:js
RESOLUTION
Resolution #2945
No vefnb er 10, 1988
Item #13
WHEREAS, the City Council of the City of Lubbock deems it to be in the
best interest of the citizens of the City of Lubbock to expedite the con-
struction of I-27 through Lubbock by eliminating the need to return to the
City Council with each individual Utility Joint Use Agreement with the State
of Texas; NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock such Utility
Joint Use Agreements with the State Department of Highways and Public Trans-
portation for the joint use of highway right-of-way for highway and utility
purposes in connection with the construction of the I-27 Highway through the
City of Lubbock as may be necessary during the course of such construction,
a copy of which Utility Joint Use Agreement, attached herewith, shall be
spread upon the minutes of this Council and as spread upon the minutes of
this Council shall constitute and be a part of this Resolution as if fully
copied herein in detail.
Passed by the City Council this 10th day of
A
anet a Boyd, City Secretarf
APPROVED AS TO CONTENT:
Ed Bucy, Right -of ay Agent
APPROVED AS TO FORM:
Dbifald G. Vandiver, First Assistant
City Attorney
November , 1988.
B. C. McMINN, MAYOR
I -27
BROADWAY TO 20TH ST. PROJECT
STA.#275 to 303+50
T.H.D..ACCT# 9005-27-13
PROJECT # I-27-7 (8) 305
CSJ # 0067-07-063
LP&L W/O #
2111-0604-212130-21110978
Resolution #2945
TABLE OF CONTENTS
UTILITY JOINT USE AGREEMENT
SUMMARY SHEET
NEW MATERIALS
SALVAGE MATERIALS
LABOR CHARGES
VEHICLE CHARGES
State Department of Highways
and Public Transportation
Right of Way Division
Form D -15-80A
Page 1 of 2
Rev. 8-75
UTILITY JOINT USE AGREEMENT
(controlled access highway)
THE STATE OF TERAS X COUNTY Lubbock
PROJECT 1-27-T73-05; CSJ #0067-07-063
COUNTY OF TRAVIS X ACCT. N0. 9005-27-13
HIGHWAY IH -27
LIMITS: From Broadway, South
To 20th St. in Lubbock
WHEREAS, the State of Texas, hereinafter called the State, acting by and through
the State Department of Highways and Public Transportation, proposes to make certain
highway improvements on that section of the above indicated highway.
WHEREAS, the City of Lubbock (Texas) LP&L , hereinafter called the Owner,
proposes to retain, locate or relocate certain of its facilities and retain title
to any property rights it may have on, along or across, and within or over such
limits of the highway right of way as indicated on the plans attached to Utility
Agreement as executed by Owner on the 20th day of January , 19 88 , or
on location sketches attached hereto except as provided below.
NOW, THEREFORE, it is hereby mutually agreed that joint usage for both highway
and utility purposes will be made of the area within the highway right of way
limits as such area is defined and to the extent indicated on the aforementioned
plans or sketches. Where Owner by reason of ownership of an easement or fee
title or otherwise under law has the right to alter, modify or add to facilities
presently located within the area above described or construct additional facil-
ities therein, such right is hereby retained, provided, however, if existing
facilities are to be altered or modified or new facilities constructed within
said area the Owner agrees to notify the State Department of Highways and Public
Transportation prior thereto, to furnish necessary sketches showing location,
type of construction, and methods to be used for protection of traffic, and if,
in the opinion of the State Department of Highways and Public Transportation,
such alteration, modification, or new construction will injure the highway or
endanger the traveling public using said highway, the State Department of Highways
and Public Transportation shall have the right, within 30 days after the receipt
of such notice, to prescribe such regulations as necessary for the protection of
the highway facility and the traveling public using said highway; provided further,
however, that such regulations shall not extend to the requiring of the placement
of intended overhead lines underground or the routing of any lines outside of the
area of joint usage above described.
OWNER hereby agrees that access for servicing its facilities normally will be
limited to access via (a) Frontage roads where provided (b) Nearby or adjacent
public roads and streets, or (c) Trails along or near the highway right of way
lines, connecting only to an intersecting road; from any one or all of which
entry may be made to the outer portion of the highway right of way. Where supports,
manholes, or other appurtenances of the Owner's facilities are located in medians
or interchange areas, access to them from the through -traffic roadways or ramps
'State'Department of Highways
and Public Transportation
Right of Way -Division
Form D -15 -SOA
Page 2 of 2
Rev. -8-75
will be permitted but only by permits issued by the State to the Owner setting
forth the conditions for policing and other controls to protect highway users. If
an emergency situation occurs, and the usual means of access for service operations
as herein provided will not permit the immediate action required by the Owner in
making emergency repairs as re-quired for the safety and welfare of the public, the
Owner shall have a temporary right of access to and from the through -traffic road-
ways and ramp as necessary to accomplish the required emergency repairs.
Participation in actual costs incurred by the Owner for any future relocation or
adjustment of utility facilities required by highway construction shall be in
accordance with and to the extent possible under applicable laws of the State of
Texas. Except as expressly provided herein, (1) The Owner's rights of access to
the through -traffic roadways and/or ramps shall be subject to the same rules and
regulations as apply to the general public,'and (2) The Owner and the State, by
the execution of this agreement, do not waive or relinquish any right which they
may have under the law or Constitution, State or Federal.
In the event the Owner fails to comply with the requirements as set out herein, the
State may take such action as it deems appropriate to compel compliance.
IN.WITNESS HEREOF, the parties hereto have affixed their signatures.
STATE OF TEXAS
State Department of Highways
and Public Transportation
District Engineer
Right of Way Engineer
OWNER: CITY OF LUBBOCK (TEXAS) LP&L
Title MAYOR
Date ( ATTEST:
Ranetlte Boyd, City Secre
APPROVED AS TO CONTENT:
G�2C YJ
Ed Bucy, Right -of Jay Agent
APPROVED AS TO FORM:
on Wa-id i ver, First Ass i slant City Attorne
I-27
SUMMARY SHEET
BROADWAY TO 20TH ST. PROJECT
NEW VEHICLE
JOB MATERIALS SALVAGE LABOR CHARGES TOTAL
aa�=cxa=xsassaaaasaaa=aaaaaaaa=meas=aaasssx=ac=xsaxaa-axas=asaaaasa
1 9915.50 1 1 25300.37 1 1 1
i 743.66 1 1 8855.13 1 1 1
A i I I I I 1
1 *10,659.16 1(x71488.71)1 $349155.50 1 $13,655.20 1 $50,981.15 1
1 1 1 i 1 i
===xaaxx.a=a==aasamssxaaxaaaaassxmssaxaaaaasxxaxs=a=ax= I
i 40122.55 1 1 3424.81 1 1 1
1 3009.19 1 1 1198.68 1 1 1
B I I N O N E I I I I
1 $43,131.74 1 1 $4,623.49 1 $4,135.60 1 $51,890.83 1
i 1 1 1 i i
x=saxsaamaaaa==aeras=aaxaa=aaaxmaasaa=aaaaa=xaamxaaaxa=xaxcasasxs=mmaa
TOTAL PROJECT COST s $1029871.98
NEW MATERIALS
PAGE 1
BROADWAY TO 20TH ST. PROJECT
NEW MATERIALS USED
JOB A
WHSE.NO.
iQUANTITYI DESCRIPTION I
COST
I TOTAL COST
----------I--------i-------------------------i-----------I------------
594040027
I
6
14/0 NEUTRAL SLEEVE 1
1.23
1 7.38
594040024
1
2
11/0 NEUTRAL SLEEVE 1
1.07
1 2.14
594040025
1
4
14/0-4/0 SQUEEZONS 1
0.59
1 2.36
597540154
"
18
13/8" SHORT BELL STR. VISEI
5.97
1 107.46
597540153
1
14
i3/8" LONG BELL STR. VISE 1
4.51
1 63.14
612040022
1
2
150 FT. POLE 1
222.00
1 444.00
612040021
1
6
145 FT. POLE 1
175.00
1 1050.00
612040020
1
7
140 FT. POLE 1
130.35
1 912.45
612040019
1
2
135 FT. POLE 1
101.62
1 203.24
612040011
1
4
IS FT. EX.HEAVY HUGHES 1
127.31
i 509.24
612040002
1
1
110 FT. X -ARM 1
16.78
1 16.78
612040016
1
1
162" X -ARM BRACE (PR) 1
10.61
I 10.61
612040000
1
27
iBFT. X -ARM 1
9.23
1 249.21
612040013
1
1
156" X -ARM BRACE (PR) 1
12.35
1 12.35
612040017
1
28
126" X -ARM BRACE (PR) 1
3.68
1 103.04
530640044
1
56
13/8" CARRIAGE BOLT 1
0.29
1 16.24
540640005
1
28
11/2 X 10" MACHINE BOLT 1
0.85
1 23.80
531040016
1
28
11/2" SQ. WASHER 1
0.11
It 3.08
612040001
1
1
110' ALLEY ARM 1
14.30
1 14.30
612040014
1
1
110' ALLEY ARM BRACE 1
28.71
1 28.71
612040003
1
1
18' ALLEY ARM 1
10.20
1 10.20
612040015
1
1
I8' ALLEY ARM BRACE 1
21.79
1 21.79
530640018
1
29
15/8 X 18" D.A. BOLT 1
1.63
1 47.27
530640010
1
14
15/8 X 14" MACHINE BOLT 1
0.81
1 11.34
530640009
1
58
15/8 X 12" MACHINE BOLT 1
0.72
1 41.76
530640008
1
18
15/8 X 10" MACHINE BOLT 1
0.61
1 10.98
530640026
1
15
15/B X 12" EYE BOLT 1
1.99
1 29.85
530640025
1
7
15/8 X 10" EYE BOLT I
1.86
1 13.02
531040006
1
42
15/8" EYE NUT 1
1.23
1 51.66
531040009
1
168
15/8" LOCKNUT 1
0.10
1 16.80
531040014
1
168
15/8" SQ. WASHER I
0.14
1 23.52
597040007
1
94
115 KV. INSULATOR I
1.97
1 185.18
597540138
1
93
15/8" INSULATOR PIN 1
2.77
1 257.61
597540136
1
2
IRIDGE PIN 1
2.54
1 5.08
597040021
1
101
(DISC. D.E. INSULATOR 1
4.76
1 480.76
597040011
1
22
1(#680 INSULATOR SPOOL I
0.48
1 10.56
597540141
1
22
iLIGHT RACK 1
0.40
1 8.80
614540032
1
628
FT13/8" H.S. GUY WIRE 1
0.12
FT! 73.22
597540159
1
47
13/8" GUY GRIP 1
2.08
1 97.76
597040005
1
22
13/8" GLASS STRAIN 1
11.49
1 252.78
597540114
1
9
116" ANCHOR 1
5.10
1 45.90
597540115
1
9
13/4" ANCHOR ROD 1
10.67
1 96.03
597540158
1
14
11/2" GUY GRIP 1
6.22
1 87.08
597040013
1
10
11/2" GLASS STRAIN 1
15.52
1 155.20
597540116
1
5
124" ANCHOR 1
17.18
1 85.90
597540117
1
5
11" ANCHOR ROD Is
17.14
1 85.70
PAGE 2
WHSE.NO. 1QUANTITY1 DESCRIPTION I COST i TOTAL COST
597540172 1
6
IPOLE BAND 1
20.00
1
120.00
597540162 1
6
(CONNECTING LINK (PR) 1
1.97
1
11.82
597540126 1
19
IGUY ATTACHMENT 1
3.89
1
73.91
530540002 1
43
11/2" LAG SCREW 1
0.33
1
14.19
597540133 1
1
IGUY ROLLER 1
1.52
1
1.52
597540144 1
14
IGUY GUARD 1
3.60
1
50.40
597540130 1
10
[D.E. STRAIN CLAMP 1
7.44
1
74.40
594040056 1
9
[4/0 ACSR WRAPLOCK TIE 1
1.66
1
14.94
597540118 1
36
1#4-1/0 D.E. STRAIN CLAMP 1
4.58
1
164.88
594040055 1
9
11/0 WRAPLOCK TIE 1
1.89
1
17.01
594040054 1
18
1#4 WRAPLOCK TIE 1
1.80
1
32.40
594040130 1
3
11/0 AAC D.E. BAIL 1
3.98
1
11.94
594040122 1
12
1#6 CU. D.E. CLEVIS 1
3.01
1
36.12
594040121 1
6
1#4 CU. D.E. BAIL 1
3.42
1
20.52
597540129 1
7
14/0 WEDGE CLAMP 1
2.52
1
17.64
597540128 1
8
11/0 SERVICE WEDGE CLAMP 1
2.04
1
16.32
597540124 1
5
1#4 SERVICE WEDGE CLAMP 1
0.73
1
3.65
592040000 1
3
17.9 KV., 100 AMP CUTOUT 1
48.49
1
145.47
592040010 1
11
IC/O - L.A. COMBO UNIT 1
69.55
1
765.05
597540122 1
5
15/8" GROUND ROD 1
5.04
1
25.20
597540123 1
3
15/B" GROUND ROD CLAMP 1
1.78
1
5.34
597540145 1
9
IWOOD MOULDING (8' JOINTS)1
3.55
1
31.95
597540148 1
42
[WOOD MOULDING STAPLES 1
0.37
1
15.54
614540033 1
265
LB11/2" H.S. GUY WIRE 1
0.39
LBI
103.35
597540126 1
11
IGUY ATTACHMENT 1
3.89
1
42.79
530540002 1
11
11/2" LAG SCREW 1
0.33
1
3.63
594040122 1
3
1#6 CU. CLEVIS D.E. 1
3.01
1
9.03
531040000 1
2
11" ANCHOR ROD NUT 1
2.13
1
4.26
614540047 1
100
FT1#29 600 VOLT SERVICE WIREI
0.37
FTI
37.24
614540007 1
100
FT14/0 600 VOLT SERVICE WIREI
0.82
FTI
82.00
612040045 1
3
ITRANSFORMER GROUND LUG 1
1.40
1
4.20
614540007 1
100
FT14/0 CU. SERVICE WIRE 1
0.82
FTI
81.75
597540130 1
2
14/0 D.E. SHOE 1
7.44
1
14.88
614540065 1
280
LBI#4 ACSR CONDUCTOR 1
0.94
LBI
263.20
614540061 1
1200
FT11/0 QUAD SERVICE WIRE 1
0.79
FTI
948.00
594040062 1
4
14/0 - 4/0 INSULINK 1
2.39
1
9.56
594040040 1
4
1#4 - #4 SQUEEZON 1
0.23
1
0.92
594040031 1
4
14/0 - 1/0 SQUEEZON 1
0.35
1
1.40
531040008 1
2
13/4" EYE NUT 1
1.13
1
2.26
594040080 1
12
14/0 KERNEY CONNECTOR 1
3.79
1
45.48
594040090 1
6
14/0 AL COMPRESSION TERM. 1
5.69
1
34.14
594040072 1
iB
11/0-500 BAR TAP LUG TERM 1
3.13
1
56.34
530640035 1
12
11/2 x 2 BOLT ASSY W/WSHRSI
1.35
1
16.20
592040007 1
6
1600 AMP, CUTOUT DEADBLADEI
83.23
1
499.38
assazassars=ssaaessssssaxsaasaasarsaassssaasaasasasaessssasssssxsasssassasaa
SUB TOTAL: $99915.50
x 0.075
7.5% WHSE CHS: $743.66
TOTAL: $10,659.16
I - 27
BROADWAY TO 20TH ST. PROJECT
NEW MATERIALS USED
JOB B
18TH ST. URS CROSSING
WHSE.NO. (QUANTITY i DESCRIPTION
5970400351
2
RLSIWARNING TAPE
5975400781
20
15" CONDUIT PLUGS
5975400281
16
15" 5 DEG. ELL
5975400771
4020
FT 15" PVC CONDUIT
5975400291
122
15" 2 WAY SPACER CAP
5975400301
122
15" 2 WAY INTER. SPACER
5975400311
122
15" 2 WAY BASE SPACER
5970400011
7
CANIPVC CEMENT
5975400761
120
FT 15" STEEL CONDUIT
5975400271
18
15" PVC COUPLINGS
5975400831
1
124" CONDUIT BRACKET
5305400021
1
11/2" X 4 1/2" LAG SCREW
5975400351
2
15" 500 MCM CABLE GRIP
5975400841
B
15" CONDUIT STRAP
5975400321
61
15" 3 WAY SPACER CAP
5975400331
70
15" 3 WAY INTER. SPACER
5975400341
70
15" 3 WAY BASE SPACER
5975401751
4
15" 36" RADIUS STEEL ELL
5975400801
1
124" CONDUIT BRACKET
5975400751
30
FT 15" ALUMINUM CONDUIT
5975400411
14
14" CONDUIT VENT
9150100011
2
CANIWD-40
9150400001
10
GALIPOLYWATER WIRE LUBE
614540039:
264
LB 14/0 HD BARE COPPER WIRE
6145400521
9100
FT 1500 MCM915KV SHLD CABLE
6145400561
1
2002
LB 14/0 SD BARE COPPER WIRE
1
COST I TOTAL COST
I 28.21
RL 1
56.42
1 0.87
1
17.40
1 2.72
1
43.52
1 O.7B
FT 1
3115.50
1 0.53
1
64.66
1 1.95
1
237.90
1 1.95
1
237.90
1 3.65
1
25.55
1 10.36
FT 1
1243.20
1 2.49
1
44.82
1 17.60
1
17.60
1 0.28
1
0.28
1 22.92
1
45.84
1 2.58
1
20.64
1 0.65
1
39.65
1 1.30
1
91.00
1 1.31
1
91.70
1 87.50
1
350.00
1 12.37
1
12.37
1 4.96
FT I
148.80
1 49.45
1
692.30
1 1.91
CAN!
3.82
1 10.03
BALI
100.30
1 0.83
LB 1
219.12
1 3.40
FT 1
30940.00
1 1.13
LB 1
2262.26
1
:
1
I
ccoco ss..c. sccscssscc=saasca=aassassass==ssassaaassas=an=caaa=asa==a=a:zo==
SUB TOTAL: $40,122.55
x 0.075
7.57. WHSE CHS: $3,009.19
seaseasaasssss=seas
TOTAL: $43,131.74
SALVAGE MATERIALS
PAGE 1
I-27
BROADWAY TO 20TH ST.
SALVAGE MATERIALS RET'D
FOR CREDIT
WHSE.NO.
I QUANTITY[ DESCRIPTION
I CREDIT [TOTAL CREDIT
----------I---------I---------------------------i---------1------------
SOLD TO
I
Ii
1
i
MACHINE BOLT
INTERSTATE[
2300
LBIBARE COPPER CONDUCTOR
1 0.68
LBI
1564.00
METALS
1 1560
LBIWEATHER PROOF COPPER
1 0.40
LBI
624.00
530640008
1 95
15/8 X 10" MACHINE BOLT
1 0.61
1
57.95
530640009
1 112
15/8 x 12" MACHINE BOLT
1 0.79
1
88.48
592040000
1 10
17.9 KV, 100 AMP CUTOUT
1 50.36
1
503.60
592040002
1 2
17.9 KV, 200 AMP CUTOUT
1 68.00
1
136.00
592040010
1 3
(CUTOUT/L.A. COMBINATION
1 75.78
1
227.34
530640019
1 8
15/8 x 20" D.A. BOLT
1 1.95
1
15.60
530640044
1 128
13/8 x 4.5" CARRIAGE BOLT
1 0.23
1
29.44
530640018
1 17
15/8 x 18" D.A. BOLT
1 1.63
1
27.71
530540002
1 27
11/2 x 4.5" LAG SCREW
1 0.27
1
7.29
530540000
1 2
i3/8 x 3" LAG SCREW
1 0.15
1
0.30
597540162
1 7
!CONNECTING LINKS
1 2.15
1
15.05
597540172
1 5
[POLE BAND
1 14.26
1
71.30
531040006
1 121
15/8" EYE NUT
1 0.96
1
116.16
597540124
1 12
1#4 SERVICE WEDGE CLAMP
1 0.66
1
7.92
531040014
1 776
15/8" SQUARE WASHER
1 0.14
1
108.64
531040016
1 34
11/2" SQUARE WASHER
1 0.11
I
3.74
594040079
1 2
12/0 KERNEY
1 2.30
1
4.60
594040078
1 1
11/0 KERNEY
1 2.10
1
2.10
594040077
1 11
1 #e KERNEY
1 0.66
1
7.26
594040075
1 34
1 #6 KERNEY
1 0.77
1
26.18
594040074
1 128
1 #4 KERNEY
1 0.84
1
107.52
594040073
1 28
1 #2 KERNEY
1 1.25
1
35.00
597040007
1 20
115 KV INSULATOR
1 2.55
1
51.00
597040011
1 38
IHOUSE KNOB INSULATOR
1 1.60
1
60.80
597040005
1 4
13/8" SHORT GLASS STRAIN
1 10.98
1
43.92
597040010
1 2
(SECONDARY SECTIONALIZER
1 12.40
1
24.80
531040023
1 2
15/8" SPRING LOCKWASHER
1 0.07
1
0.14
612040009
1 1
18' HEAVY HUGHES D.E.
1 51.48
1
51.48
612040000
1 5
i8' CROSSARM
1 9.23
1
46.15
612040017
I 19
126" CROSSARM BRACE (PR)
1 3.95
1
75.05
-----------------------------------------------------------------------
530640005 1
34
11/2"x10"
MACHINE BOLT
I 0.85 1
28.90
530640013 1
7
15/811x20"
MACHINE BOLT
1 1.54 1
10.78
530640012 1
3
1 x18"
MACHINE BOLT
1 1.23 1
3.69
530640011 1
9
I x16"
MACHINE BOLT
1 1.16 1
10.44
530640010.1
36
1 x14"
MACHINE BOLT
1 0.81 1
29.16
530640016 1
3
11/2"x 8"
MACHINE BOLT
1 0.73 1
2.19
530640004 1
10
1 x 6"
MACHINE BOLT
1 0.58 1
5.80
530640028 1
1
15/8"x20"
EYE BOLT
1 2.42 1
2.42
530640027 1
2
1 x18"
EYE BOLT
1 2.23 1
4.46
530640026 1
9
1 x12"
EYE BOLT
1 1.99 1
17.91
530640025 1
43
1 x10"
EYE BOLT
1 1.82 1
78.26
WHSE.NO.
597040006
597540138
597040021
597040009
597040008
597540140
597540141
597540130
597540118
I QUANTITY[ DESCRIPTION
1 144
1#88 INSULATOR
1 166
15/8" INSULATOR PIN
1 193
IDISC D.E. INSULATOR
1 47
[INSULATOR -506 FLOAT
1 146
IINSULATOR-680 SPOOL
1 147
(HEAVY RACK
1 34
(LIGHT RACK
1 5
14/0 DEADEND SHOE
I 8
1#4-1/0 ACSR DEADEND
SHOE
PAGE 2
I CREDIT [TOTAL CREDIT
1 0.86 1
123.84
1 2.74 1
454.84
1 5.46 1
1053.78
1 1.72 1
80.84
I 0.48 i
70.08
1 1.61 I
236.67
1 0.40 1
13.60
1 6.33 1
31.65
1 6.65 1
53.20
--------------------------
THE FOLLOWING WIRE IS GOOD FOR SCRAP VALUE ONLY.
614540071 1
1339
LB14/0 ACSR CONDUCTOR
1 0.35
LBI
468.65
614540072 1
169
LB11/0 ACSR CONDUCTOR
1 0.35
LBI
59.15
614540065 1
166
LBI#4 ACSR CONDUCTOR
1 0.35
LBI
58.10
614540066 1
111
LB11/0 AAC CONDUCTOR
1 0.65
LBI
72.15
614540032 1
825
LB13/8" HS GUY WIRE
1 0.075
LBI
61.88
614540033 i
160
LB11/2" HS GUY WIRE
1 0.075
LBI
12.00
I
I 4160v - 120/240v XFMRS
I
I
I
I SCRAP VALUE ONLY
I
I
I
1
3
I
1 100 KVA CONY. XFMR
I
1 50.00
I
1
150.00
1
1
1 50 KVA CONV. XFMR
1 25.00
1
25.00
1
3
137.5 KVA CONY. XFMR
1 18.75
1
56.25
1
3
1 25 KVA CONV. XFMR
1 12.50
1
37.50
1
3
1 15 KVA CONY. XFMR
1 7.50
1
22.50
1
1
1 10 KVA CONY. XFMR
1 5.00
1
5.00
1
1
2
1 7.5 KVA CONY. XFMR
1
1 3.75
1
1
1
7.50
=c..a.aasaasss:asassaaosaacs=aaasaaaaasasassasaasassasaacsca==casassssa
TOTAL SALVAGE CREDITS: $7,488.71
LABOR CHARGES
LABOR CHARGES
BROADWAY TO 20TH ST. PROJECT
JOB A
CREW OR INDIVIDUAL I HOURS 1@t PER HR. I COST
CHRIS WARD
1
128
1@t
17.66 1
2260.48
WES MITCHELL
i
118
1@t
11.35 1
1339.30
_
t
29
101
11.92 t
345.68
NILES BISHOP
1
177
i@t
12.98 1
2297.46
HAROLD COATS
1
36
t@i
6.81 1
245.16
E.Z. BRANDON
1
i
Be
t 1
t@i
1
19.70 t
1733.60
DON RINGENER
1
23
1@t
17.87 t
411.01
DAVID PIKE
i
177
I@i
11.61 1
2054.97
ROBERT FLETCHER
1
196
t@I
17.49 t
3428.04
O.T. 1
2
1@1
26.23 1
52.46
DAVID ELDER
I
180
I@t
13.21 1
2377.80
O.T. 1
2
1@1
19.81 1
39.62
KENT SHEPHERD
t
166
let
9.00 1
1494.00
O.T. 1
4.5
i@i
13.50 1
60.75
JAMES RODRIQUEZ
t
162
let
9.46 1
1532.52
DAVID WASHINGTON
1
14
1@1
11.05 1
154.70
JOHN DOTSEY
1
158
1@1
16.49 1
2605.42
O.T. 1
2
1@1
24.73 1
49.46
TRACY TETER
t
t@1
1
0.00
O.T. 1
2
t@t
17.37 1
34.74
DARREL FOSTER
I
t@t
16.13 1
0.00
O.T. 1
2
t@1
24.19 1
48.38
JAMES ENGLE
1
26
1@1
15.00 1
390.00
0. Ti t
2
t@1
22.50 1
45.00
THOMAS GOLDEN
1
15
101
7.91 1
118.65
DERRILL LEMOND
1
15
1@1
7.38 1
110.70
HARRY STINEBAUGH
t
15
1@1
15.74 1
236.10
MAX HECTOR
1
26
lei
7.39 1
192.14
BILLY LIVINGSTON
1
26
I@t
11.61 1
301.86
JOHN ROSS
1
26
1@1
17.49 1
454.74
ROBERT ALLEN
t
3
I@t
16.37 1
49.11
VINCENT BARRON
1
26
t@t
12.39 t
322.14
JAMES RHODES
1
0.5
t@i
16.82 1
8.41
DANNY GILLIT
1
0.5
lei
8.65 1
4.33
JOHN RICHARDSON
t
0.5
1@1
11.25 1
5.63
CW PERSER
1
1
2
1 1
I@t
1
8.47 t
16.94
1
3
lei
8.72 1
26.16
TOMMY CASAREZ
t
52
t@I
8.71 1
452.92
sxxxxxxsaaaa=assaaaassa=aaa=asaasssmxxxxsxxsxx==saaxa==axxxx
SUB TOTAL $25,300.37
x 0.35
35% BENEFITS PKG. $8,855.13
TOTAL LABOR $34,155.50
LABOR CHARGES '
BROADWAY TO 20TH ST.
18TH ST. CROSSING
JOB B
CREW OR INDIVIDUAL
------------------------
WES MITCHELL
CARL BARTON
COBY WRIGHT
BOBBY WILLIAMS
DANNY IRVIN
HAROLD COURTNEY
SABINO GONZALES
DAVID PRESTON
ROBERTO MONTOYA
JUAN TREVINO
WILBURN GRAY
PAUL ROUSH
AZRO PILGRIM
BALDOMERO UBALLE
TERRY MURPHY
MARVIN TURNER
HOURS 101 PER HR. I COST
1 15
1@1
11.35
1 170.25
1 4
1@1
12.98
1 51.92
1
1 20
1 1
101
11.58
1
1 231.60
1 16
1@i
16.37
1 261.92
1 17
1@1
17.49
1 297.33
1 53
1@1
15.14
1 B02.42
1 24
lei
8.21
1 197.04
1 20
1@1
9.36
1 187.20
1 24
1 @ 1
8.37
I 200.88
1 24
1@1
9.24
I 221.76
1 48
lei
8.12
1 389.76
1 8
i@i
9.67
1 77.36
1 8
i@i
8.21
1 65.68
1 8
1@i
7.89
1 63.12
1 13
1 @ i
6.22
1 80.86
1 13
----------------------
1@i
9.67
1 125.71
SUB TOTAL $3,424.B1
x 0.35
35% BENEFITS PKG. $19198.68
TOTAL LABOR $49623.49
VEHICLE CHARGES
I - 27
BROADWAY TO 20TH ST. PROJECT
JOB A
VEHICLE CHARGES
VEHICLE I HOURS 1@1 PER HR. I COST
V840071
732 1
184
1@1
50.21 1
9238.64
VB60119
751 1
B
1@1
15.07 1
120.56
V820O51/830047
754 1
41
1@1
13.41 1
549.81
V780057 OLD
748 1
113
i@I
16.75 1
1892.75
V870045 NEW
748 1
54
1@1
15.67 i
846.18
V820057
745 1
15
IM
15.67 1
235.05
V820060
725 1
15
i@1
7.51 1
112.65
V880020 NEW
726 1
2
11@1
5.12 1
10.24
V820054
727 1
26
121
5.01 1
130.26
V820O59
746 1
5
i@I
14.07 1
70.35
V850075
747 1
26
101
14.07 1
365.82
V850O73
----------------------------------------------------------
752 1
9
I@I
9.21 1
82.89
TOTAL VEHICLE JOB A *13,655.20
I - 27
BROADWAY TO 20TH ST. PROJECT
JOB B
VEHICLE CHARGES
VEHICLE
1
HOURS
101
PER HR.
i
COST
------------------------i-------1-1---------1-------------
V850065
729 1
16
i@1
37.26
1
596.16
VB40073
750 1
17
1@1
6.47
i
109.99
V850064
775 1
24
101
13.47
1
323.28
V850066
774 1
20
1@1
37.26
1
745.20
VB50067
749 1
53
1@1
37.26
1
1974.78
V830041
982 1
8
1@1
25.41
1
203.26
V800071
753 1
13
1@1
14.07
1
182.91
-------------------------------------------
i
1@1
i
TOTAL VEHICLE JOB B $4,135.60