HomeMy WebLinkAboutResolution - 838 - Remedial Agreement-JW Buck Co-Transmission Line, Holly Plant To Coop Substation - 06_18_1981N �j xx
JCR:cl RESOLUTION #838 - 6/18/81
RESOLUTION
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 a Remedial Agree-
ment between the City of Lubbock and J.W. Buck Construction Company, Inc.,
attached herewith which shall be spread upon the minutes of the 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 18th day of June ,1981.
-ATTEST:
Evelyn Gaffga; City 5e&fef ry-Treasurer
APPROVED AS TO CONTENT: v
5-.x' e z14__ _ i4
Carroll McDonald, Director of Utilities
Sales and Service
APPROVED AS�T�O% FORM:
hn C. Ross, Jr., City Attorney
ea .6 we � Y
BI L McALISTER, MAYOR
�J38- Z, '414/
STATE OF TEXAS §
COUNTY OF LUBBOCK §
REMEDIAL AGREEMENT
This Remedial Agreement entered into by and between the City of Lubbock,
herein called "City", and J. W. Buck Construction Co., Inc., herein called
"Contractor".
WITNESSETH•
WHEREAS, the City and the Contractor entered into a contract on the 8th
day of May, 1980, for the construction of a 138 KV transmission line from the
Holly Plant to Co-op Substation; and
WHEREAS, on November 26, 1980, two large transmission poles erected pur-
suant to the aforementioned contract and identified in said contract as poles
#19 and #20 fell to the ground; and
WHEREAS, subsequent investigation of these transmission pole failures
revealed that a question existed also as to the structural integrity of trans-
mission poles #17, 34, 37, 40 and 43; and
WHEREAS, the consulting engineers retained by City on this construction
project have prepared estimates on the cost of the necessary remedial work to
complete this construction contract in accordance with its original terms; and
WHEREAS, the consulting engineers have recommended that due to the com-
plexity and scope of the remedial work necessary to complete this contract in
accordance with its original terms that this remedial agreement be entered into
between the parties so that the scope of the remedial work could be properly
stated as well as the terms and conditions that pertain thereto; and
WHEREAS, the City has called to the Contractor's attention the terms of
the contract previously entered into between the parties dated May 8, 1980, and
specifically Art. II, Secs. 3 and 6; and Art. V, Sec. 1, together with all
other terms of the contract covering defects in the work from whatever cause
under the contract; and
WHEREAS, both parties to this Agreement agree with the need to undertake
the remedial work which is the subject matter of this Agreement; and
WHEREAS, both parties to this Agreement agree that the terms of the
original contract covering defects in work will be followed in undertaking the
remedial work which is the subject matter of this Agreement subject to the
specific terms herein set forth.
NOW THEREFORE, for and in consideration of the mutual covenants and pro-
mises of the parties herein contained, and all other good and valuable con-
sideration herein set forth, the parties hereto do agree as follows:
1. Repairs
(a) Contractor shall undertake to make the necessary repairs to the
138 KV transmission line from Holly Plant to Co-op Substation as
set forth in Exhibits A and B attached hereto and made a part of
this contract for all purposes.
(b) If during the repair procedures as set forth above, it becomes
evident that additional repairs are necessary to complete the
remedial work, then in such event the parties hereto will
determine at such time the resolution of such additional work
and if such will be for additional compensation.
2. Cost
It is agreed between the parties that the total cost to undertake the
repairs set forth in Exhibits A and B only, are as follows:
(a) Exhibit A - $ 89,050.00
(b) Exhibit B - $ 19,745.00
It is further agreed that Contractor shall undertake said work for
the total price of $108,795.00, payable at Lubbock, Texas, as herein
provided.
3. Third Party
(a) It is agreed and understood by both parties hereto that all
monies to be paid Contractor for Contractor's work in effecting
the repairs as set forth in Exhibits A and B are to be paid to
Contractor only after receipt by City of said funds from Hicks
& Ragland Engineering Co., Inc.
(b) It is further understood that the City will not be liable to the
Contractor for payment of monies under this contract until such
time as it has received the funds set forth in paragraph #2 of
this Agreement.
(c) It is further understood between the parties that the Contractor
-2-
will not commence work on the remedial repairs set forth in
Exhibits A and B until such time as the Contractor has been
officially notified in writing that it is in receipt of the
funds set forth in paragraph #2 of this Agreement and that said
funds are being held in escrow for Contractor.
4. Payment
Upon receipt of the monies by City from Hicks and Ragland Engineering
Company, or their insurance company, as aforementioned, and the
execution of this Agreement by Contractor, the City agrees to pay
Contractor for his work in effecting the remedial repairs set forth
in said Exhibits A and B, the monies set forth in paragraph #2 of
this Agreement as follows:
(a) $29,115.00 to be paid Contractor immediately upon receipt
of said funds by City.
(b) $74,240.25 to be paid Contractor in accordance with the
provisions for partial payment set forth in the original
contract between the parties dated May 8, 1980, at Art.
III, Sec. 1, save and except that the retainage under this
Agreement shall be only 5% of the total cost of this contract
as set forth in paragraph #2 hereof.
(c) $5,439.75 - this sum shall represent the retainage that
City shall hold until such time as the work undertaken by
Contractor has been accepted by City at which time this
money shall be paid to Contractor.
5. Original Contract
Save and except as herein set forth, the terms of the original con-
tract between the parties shall govern the relationship between the
parties hereto and said original contract dated May 8, 1980, is
hereby referred to as if fully set forth herein. It is expressly
agreed that this Agreement is not in any manner a replacement or
novation of said original contract between the City and Contractor,
but is an addition setting forth the manner in which such remedial
work is to be preformed.
MIM
t
6. Warranty
The same warranty shall run in favor of City on the repair work which
is the subject matter of this Agreement, as is set forth in the
original contract between the parties in Art. II, Sec. 6.
This Agreement shall become effe ive the day and year below written.
EXECUTED this Zzzday of 1981.
CITY OF LUBBOCK, TEXAS
BY I
L MCALISTER, MAYOR
ATTEST.,--—
Evelyn G £ga, City c e y-Treasurer
APPROVED AS TO CONTENT:
4C
Carroll McDonald, Director of tilities
Sales and Service
APPROVED AS TO FORM:
of w► c � ,, .
JWn C. Ross, Jr., City Attorney
J-.J1 W. BUCK CCONSTRUCTION CO., INC.
ATTEST:
-4-
CONSTRUCTION CO., INC. I W. BUCK, JR.
ELECTRIC CONSTRUCTION PRESIDENT
February 3, 1981
Hicks & Ragland Engineering Company
P. 0. Box 3000
Lubbock, Texas 79452
ATTN: JIM SMITH
Dear Jim:
Enclosed is our pricing for Lubbock Power &
Light Amendment # 1 to plans and specifications
for the Holly Plant to Coop Substation, 138 KV
Transmission Line.
Sincerely,
/`'_
Hugh K. Fry
HKF:wlm
Enc.
P. O. BOX 16011 / 4103 FRANKFORD AVENUE / LUBBOCK, TEXAS 79490 / PHONE )806) 795-4393
EXHIBIT "A"
LUBBOCK POWER AND LIGHT
AMENDMENT NUMBER 1
TO
PLANS AND SPECIFICATIONS
FOR THE
HOLLY PLANT TO COOP SUBSTATION
138 KV TRANSMISSION LINE
January 1981
This amendment includes all work associated with the failure of the
foundation at structure number 19 on the above referenced transmission
line, including all clean up, all temporary facility installation and
repair and all facility reinstallations to restore the line to its original
condition.
Unit #1. This unit of work consists of the removal of conductor
and shield wire from structure number 18 to relieve the
longitudinal stress on this structure.
- Unit #2. This unit consists of temporarily deadending all three
conductor phases and the overhead ground wire east of
structure number 20 to prevent any longitudinal overstress
damage to structures east of number 20. This unit includes
the installation of four temporary snubs and associated
anchors, and connecting the conductors to the snubs with
sufficient tension to prevent further damage until a temporary
tie line can be installed.
Unit #3. This unit of work consists of removing all deadends and
insulators from structure number #19, cutting the four
intact, bent anchor bolts away from the concrete foundation
section, removing the pole from the broken concrete section,
and removing the pole from across the adjacent 69 kV transmission
line and distribution line, placing it on blocks so it
is ready for ultrasonic testing. This work was done by
Trumble Steel Erectors.
Unit #4. This unit will cover the costs necessary to provide the
ultrasonic testing of both structures number 19 and number
20, including transportation subsistence and labor for
the ITT Meyer representative.
Unic #5. This unit will cover the welding necessary to repair structure
number 20 including labor, materials and equipment.
Unit #6. This unit consists of the removal of all connections,
conductors, overhead ground wire and the broken section
of foundation and clean—up structure number 20 for reuse.
Unit #7. This unit covers the installation of temporary structure
number 1 in the line which will by-pass structure numbers
18, 19, 20, and 21 in the existing line. This unit
will include all labor and equipment to install a three
pole deadend angle structure utilizing 1-95 and 2-80'
poles provided by Lubbock Power and Light between structures
20 and 21 on the existing line. It will include the
installation of pole bands to deadend one overhead ground
wire from the east and three 795 MCM ACSR conductors
from the east. It will include pole bands to deadend
three phases of 477 MCM ACSR single conductor to the
northwest. It also includes the installation of seven
screw type, triple helix anchors with the accompanying
double down guys at each conductor portion. It also
includes deadending the 795 MCM ACSR conductor (3 phases)
and 3/8" OHCW from the east. Pole grounding and Mood
molding installation is included.
Unit #8. This unit includes the cost of erection of a three pole
angle structure similar to structure number 1 in Unit
#7 with the exception of using 3 - 95' wood poles.
Unit #9. This unit includes the cost to instail three intermediate
single pole structures between structures 1 and 2 in
the temporary tie line. It includes labor hauling material,
framing, setting and aligning poles and post type insulators
as provided by Lubbock Power and Light with no overhead
ground wire attachments. These poles are 70 class 2
poles.
Unit #10. This unit includes installing three phases of 477 MCM
CASE, approvable 1395 feet long in the temporary tie
line. This includes installation, sagging, clipping,
deadending,installing jumpers at both ends and making
the line ready for energization.
Unit #11. This unit includes preparation of the site around structure
number 20 in accordance with the attached specification.
Unit #12. This unit includes the fabrication of new anchor bolt
clusters for structures number 19 and 20, using anchor
bolts provided by Lubbock Power and Light and in conformance
with the attached drawing details. Additional rebar
and rings to be provided by the contractor.
Unit #13. This unit includes all materials, labor and equipment
necessary to transport anchor bolt cages to the site,
to dig the hole at structure number 19, place the anchor
bolt cage, provide and pour the concrete and provide
a new foundation at the location as per the attached
foundation design requirements after the site has been
repaired.
Unit #14. This unit consists of the same work in order to replace
the foundation at structure number 20.
Unit #15. This unit includes clean-up and repainting of all damage
on structure #19 and setting structure on the new foundation.
Unit #16. This unit includes clean-up and repainting of all damage
to structure #20 and setting structure on the new foundation.
Unit #17. This unit consists of providing material, labor and
equipment necessary to sleeve in new 795 MCM ACSR "Drake"
conductor and 3/8" overhead shield wire from a point
adjacent to the temporary tie line structure number
1, to structure number 19 in the new location. This
includes stringing, sagging, clipping in structure number
20 and deadending on structure number 19.
Unit 7018. This unit consists of providing the necessary labor,
material and equipment to sleeve in new 795 MCM ACSR,
"Drake" conductor and 3/8" overhead shield wire from
a point adjacent to the temporary tie line structure
number 2, to structure number 19 in its new location.
This includes stringing, sagging, clipping in structure
number 18 and deadending on structure number 19. It
also includes connecting the overhead ground wires making
up the jumpers on pole number 19 and completing the
re -installation of the existing line.
Unit #19. This unit includes the removal of all temporary tie
line structures, guys, anchors, dis-assembly of all
materials including pole grounds, pole bands, insulators,
etc., re -coiling phase wires around reels, hauling all
removed equipment back to Lubbock Power and Light store
yards, filling and retamping all pole holes -to slightly
above ground level to allow for some settling. It also
includes removing all evidence of broken or damaged
materials everywhere on the line between structures
17 and 21 including hauling scrap back to Lubbock Power
and Light store yard.
PRICE FOR THE UNITS COVERED IN THIS AMENDMENT ARE AS FOLLOWS:
ITT MEYER BAILEY
J. W. BUCK
TRUMBLE STEEL INDUSTRIES BOILER WORKS
UNIT 1
314:00
UNIT 2
1,530.00
UNIT 3
-
3,300.00
UNIT 4
-
2,230.00
UNIT 5
-
36.61
UNIT 6
680.00
UNIT 7
5,665.00
UNIT 8
5,805.00
UNIT 9
3,785.00
UNIT 10
8,986.00
UNIT 11
3,030.00
UNIT 12
3,1%2.00
UNIT 13
7,460.00
UNIT 14
1,246.00
UNIT 15
4,629.00
UNIT 16
2,005.00
UNIT 17
ia,369.00
UNIT 18
12,620.00
UNIT 19
15,744.00
$89,050.00
Disposing.of
old concrete piers
is not zac_udeu.
J
Structure# 1
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PROJECT r J� 40 KAA4t4 300.
• HICKS 8 RAGLAND
ENGINEERING COMPAMV, INC N.MF
LUBBOCK TEXAS
UAll
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PROJECT
t
HICKS 8 RAGLAND t S
EN61N[[RINO COMPANY, INC. NAME Vd{{\\ � `-t, �Q►6� �.�
lUGlOCK TEXAS GATE /JA4_ I LO I
Temporary Tie Line TongeY,+ Si-ruc+ure
1 1 Wood r„ould1
LIST OF MATERIALS
ZEQ DESCRIPTION
3 Ho zc,-AcJ Po-%4 Insu l c,�wr
3 3/4d N&cktne Bolt x Re"Ired Len%A
3 5/a"Mac4,ine Roit x Re�vk-rrA Le►t+�
� 3/4'Ilocti�nv+
3 5/8" Locknv+
3 Wo.%Ine�r, Cvrved �4"X�" X `M" w�1h I3hb" �,Je_
3 Wo-ty tr, sc�uc rep Ge,ly. �2'!y"x2'!y"x�rlb� Wit,
� 2"x`/z" C�p2r+,Gc�lvctn�zed Staples
3 S rin Waster ll/IIP'I lao�e
k Copper Grouvndinq W;rp-
• PROJECT G `
• j�jlj� HICKS 8 RAGLAND t.�iii,---�,M r -
�u�u��( ENGIME[RIN6 COMPANY, INC. NAME
LU280CK TE%LS fj Q
Al
TemporaryTe- Line Dead End Strua+ure 1-
0-1 `Eb C&,. s+ru.�to-lv C,ottv&t4
HICKS 6 RAGLAND
UmLMGINELIIINO COMPANY, INC.
lur.sOCR TEXAS
PROJECT L .�
NAME J. �Z,/6c>B�Mib
DATE 3eLA, _ L-46 I
TemporaryTe- Line becud End Struc*ure # �'
.
LAL��i/�ILINNlE7�J
PROJECT
HICKS 8 RAGLAND
HAMETe�o le S+y-u ore l
L*u*u( [NGINfCRINa COMPANY, INC. �C
TEXAS
LUBBOCN T 1 tY1�
1 is 4 GATE �J�N1i �-L i Y �d
j
LIST OF MATERIAL
REq
tDESCRIPTION
3
Hor; z o,,4a1 PoS+ lm uka- -or
3
3/4"MacWne 9 o I + x Re- 9(uIred
3
W8'' Mme6neiSO4 x Re*uired Lero,+�
3/Li%' LOciCnvT
3
5/8" L o c k n u+
3
yVas>,e�, �uYved�4" x4'`�c'/�" wi'�'1 131►b'+ �I�le
3
\Hasher, 5c.vare,Galy.,2%4''x2'/-q''x1111(o",II/16Nole
3
SpY-Irt WoAev- , Il /IV' Pole
I
Pole banas
I
Grouha Wirt. I)ec.A EYj U-L Np (Connpression)
1
3/4" Shovlde,- Eye Soli-, Le,-,b+1 o.s Rcc.u,*red
Ground Wire- clamp
i
Washe-r, sC�uc,e-, Curvea,WX4"XI/4"xI311t," Hole
1
Sarin Was�eY'
6
sail , cleviS
33
5 3/y"X 10" Svsper.,sion Insulca or 3ol000$i MN t
18
S W4" A 16' Iw vlcLt-or ZC)000t# M't E.
3_
: De-ol Er\al �. �c�,vrP�y�l�onduc�or�Corn(�reSSion
3
Dead Zna Orlo�mp�195Condvc.i�Y)Compressicn
;'t.
Copper Grovna►nl - Wire
#
2" Xm %k Opp,,.,
3
Wood moulding
l
Gvy Roller
1
DOv6�e you)') Guy 1/8`, E. N S.S.
i
Screw Anr-1,or tr Pie he 1 ix (r0Aed a� t�coo$t)
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3jrnPerL From 1r6 zohdvc+or --o y-llCondVL�
• PROJECT L-P 6 I1 kIll�P644t4G4o
HICKS 8 RAGLAND T �
LNGINL[RINO COMPANY, INC. MANE I1I Q_Y�V�fl//h}}��rriArd _�1�1-�E,(/I{�L�Y1Q VCQJ6 E/�Y�16 ,[J,T1'V LTV bC 3iL
LUBBOCN TEXAS DATEs�/1/{I,m 4h eA GWI+ Y
1 Q,wv�o,^a.1r� die,_. Lme
LIST OF MATE R 1 LS
REQ.DESCRIPTION
_.3_
Noritpn ctl. Pos} InsufcAor
3
3l4"Mac�ine t3olf x Rec,(virel Lent+h
3.
-sag+' Mo..chine Bali x Rec4uira, Ler,9fiq
1.
3
-V4"..Lcxknui
3
s/V' Locknu+
3
W0.sher, Gvrve���I�K4XWIwct1�I311� 1�ole
3
%asi%er, %c.uorc, Ciuw.�2'I�i��K2`/y��X13I16',I1%1Z Holt
_._.._ .._...--._. _.._,.__
_3.._.Spcx►°�
WasheY � It/IV" hole
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Pole. &was
6
Sall, C.levis
31q"K to" Suspens i oh Z.'nsu la.+or ,000
18
5314" X to'' SvSjteMSion LnsulfAJ0r 20,0000 F-
3
L�0.d end Clar�P (y,� Cond�c�-or 1Cornpress ion
3
Dead End CIa,.,,nP CASs �ov,�uc+cri-i8ol+ed
&roundi nc,� W, re
X YZ° Ope^. , Galva.nI zea Sf�,l,les
W04 rnouIA1"\
Do„bl a Down Guy 31a'
:Screw AmViov- helix iroJe:d a+ 16,0oo-40
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6..:.._suvn,P:eirs_Prorn
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SPECIFICATION FOR THE SITE PREPARATION
FOR THE FOUNDATION OF POLE #19
The holes and ditch nearby shall be filled with crushed caliche
at optimum moisture in 8" layers and tamped pheumatically to a dry
density of 95% of the optimum dry density of the standard compaction
test, ASTM D698.
The soil fill shall be continued in the following manner after
the holes and ditch are filled. Scarify an area as shown on the following
sketch, approximately 20 x 27 feet to a depth of 8" minimum. This
area is then to be equipment compacted before placing a 6 inch layer
of crushed caliche at optimum moisture over the same area. This layer
is also to be equipment compacted.
•4M[wi[ww
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Terra Testing Inc.
SOILS. CONCRETE, ASPHALT TESTING AND
ENGINEERING SERVICES
1314 35th Street
Lubbock, Texas 79401 Telephone: 806-744.4920 January 9, 1981
COMPACTION TEST
ASTM D-698
Customer Hicks & Ragland
Project LP&L Pole # 19 Job No.
Location of Project Lubbock, Texas Boring No. Sample No.
Description of Soil
Dark brown silty sand with some caliche
Test Performed By
Ravi & Jon Pursell DateotTest 1-7-81
Blows: Layer
25 No. of Layers 3 Wt. of Hammer 5-5 b
optimum moisture =
11.6 % Maximum dry density 113.6 pcf
115
110
Ir
105
0
z
0
100
8 10 12 14 16
Moisture Content Fw«e^t by w". ht
Terra Testing Inc.
SOILS. CONCRETE. ASPHALT TESTING AND
ENGINEERING SERVICES
1212 19th Street
1 u. ,cck Texm 70401 T.,1o.. ti..n : 12r1r-7Ad..f07r1
_ January 12, 11)81
COMPACTION TEST ASM D-698
Customer Hicks & Rae.'land
Project LP&L Pole #19 Job No.
Location of Project T,ubhnr-,k, Taxaic; Boring No. Sample No.
Description of soil Light tan silty sand and caliche
.Test Partormed By Ravi. Val lab}tan Date of Test January 7. 1981
Blows. Layer 25 No. of layers___ Wt. of Hammer —5 - 5 b
Optimum moisture = 18 • 5 % Maximum dry density = 103 pcf
105
100
i
in
a�
95
0
90
5 10 15 20 25
Moisture Content Percent by •,gmt
1
_
•t-
f
FDN.-20
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44
LP IN L.
FOUNDATION REDESIGN
T.T. —,-. "
200
INCKS & RAGLAND
FDN.-19 a FDN.-20 DETAILS
LUaWCY'IMG CWlA.*a,C.
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