HomeMy WebLinkAboutResolution - 2023-R0539 - Public Works Contract 17586, Deerwood Construction Inc., 98Th Street Waterline - 12/05/2023Resolution No. 2023-R0539
Item No. 5.7
November 7, 2023
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute
for and on behalf of the City of Lubbock, Public Works Contract No. 17586 Southeast Lubbock
Water System Expansion �- 98`" Street Waterline as per RFP 23-17586-TF, by and between the
City of Lubbock and Deerwood Construction, Inc. of Lubbock, TX, and related documents.
Said Contract is attached hereto and incorporated in this resolution as if fully set forth herein
and shall be included in the minutes of the City Council.
Passed by the City Council on November 7��023
TRAY PAY :, '�`OR
AT EST:
Co rtney Paz, City et
APPROVED AS TO CONTENT:
��/j , .
�
�rik Rejino, Assistant City Manager
APPROVED AS TO FORM:
sure, Seniar Assistant City Attorney
ccdocsl RES.Public Works Contract I7586 Southeast Lubbock Water System Expansion
10.11.23
PROPOSAL SUBMITTAL FORM
UNIT PR[CE PROPOSAL CONTRACT
DATE: 'Y' U �
PROlECT NUMBER: RFP 23-17586-TF Southeast Lubbock Water System Expansion — 98th Street
WAterline
Propos
cal led
(hereinafter
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Ladies and Gentlemen:
The Offeror, in compliance with your Request for Proposals for construction of the referenced project, having
carefully examined the plans, specifications, instructions to offerors, notice to offerors and all other related
contract documents and the site of the intended work, and being familiar with all of the conditions
surcounding the construction of the intended project including the availability of materials and labor, hereby
intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans,
specifications and contract documents, within the time set forth therein and at the price stated. The price to
cover all expenses incurred in perfonning the work required under the contract documents.
PROPOSED CONSTRUCTION TIME:
1. Contractors proposed CONSTRUCTION TIME for compl tion:
TOTAL CONSECUTIVE CALENDAR DAYS: (to Substantial Completion)
TOTAL CONSECUTIVE CALENDAR DAYS: (to Final Completion)
f not to exceed 150 consecutive calendar days to Substantial Com�letion / 180 consecutive calendar days
to Final Completionl.
Offeror hereby agrees to commence the work on the above project on a date to be specified in a written "Notice
to Proceed" of the Owner and to substantially eomplete the project within 150 Consecutive Calendar Days
with final completion within 180 Consecutive Calendar Days as stipulated in the specification and other
contract documents. Offeror hereby further agrees to pay to Owner as {iquidated damages in the sum of $300
for each consecutive calendar day after substantial completion and liquidated damages in the sum of SS00 for
each consecutive calendar day after final compietion set forth herein above for completion of this project, all
as more fully set forth in the General Conditions of the Agreement.
Of�'eror understands and agrees that this proposal submittal shall be completed and submitted in
accordance with instruction number 28 of the General lnstructions to Offerors. Offeror understands that the
Owner reserves the right to reject any or al! proposals and to waive any formality in the proposing. The
Offeror agrees that this proposal shall be good for a period of six 60 calendar days after the scheduled
closing time for receivin� proposals.
The undersigned 4fferor hereby declares that he has visited the site of the work and has carefully
examined the plans, specifications attd contract documents pertaining to the work covered by this proposal.
and he further agrees to commence work on the date specified in the written notice to proceed, and to
substantially complete the work on which he has proposed; as provided in the contract documents.
City of Lubbock, TX
Public Works
RFP 23-17586-TF
Southeast Lubbock Water System Expansion — 98th Street Waterline
Deerwood Construction, Inc. of Lubbock, TX
#
Ceneral
#1-1 Mobilization - Contractor mobilization including move-in and move-out cost from each site
location.
#1-2 Provide and maintain a Traffic Control Plan - Preparation, approval from COL Traffic
Engineering to all sites, and all other work considered incidental to this item.
#1-3 Provide and maintain a SWPPP - Including preparation, NOI, NOT, and all other work
considered incidental to this item.
#1-4 Trench Safety - Complete and in place.
Water Improvements
Furnish and install 6" C-900 DR-18 approved water pipe in open cut trench, backfilled to 95°/0
#2-1 compaction, and tested herein specified, including all fittings, equipment, tools, and labor to
perform work.
Furnish and install 8" C-900 DR-18 approved water pipe in open cut trench, backfilled to 95°Io
#2-2 compaction, and tested herein specified, including all fittings, equipment, tools, and labor to
perform work.
Furnish and install 10" C-900 DR-18 approved water pipe in open cut trench, backfilled to 954'0
#2-3 compaction, and tested herein specified, including all fittings, equipment, tools, and labor to
perform work.
Furnish and install 16" C-900 DR-18 approved water pipe in open cut trench, backfilled to 95°/0
#2-4 compaction, and tested herein specified, including all fittings, equipment, tools, and labor to
perform work.
#2-5 Furnish and install 16" C-900 DR-18 approved water pipe by means other than open cut as
herein specified, including all fittings, equipment, tools, and labor to perform work.
#2-6 Furnish and Install 16" Water Line Encased By 24" Steel Casing Bore, provide all casing
spacers as herein specified, including all equipment, tools, and labor to perform work.
#2 � Furnish and install 6" gate valve and box as herein specified, including all equipment, tools, and
labor ro perform work.
#2-g Furnish and install 8" gate valve and box as herein specified, including all equipment, tools, and
labor to perform work.
#2-9 Furnish and install 10" gate valve and box as herein specified, including all equipment, tools,
and labor to perform work.
#2-10 Furnish and install 16" gate valve and box as herein specified, including all equipment, tools,
and labor to perform work.
#2-11 Tie in to to existing water Line, complete and in place per Specifications.
#2-12 Furnish and install Fire Hydrant, as herein specified, including all equipment, tools, and labor to
perform work.
Furnish and install 16" Air Relief Valve as herein specified including all equipment tools and
QTY Unit Extended
+/- U/M Price Cost
39,175.95 39,175.95
3,861.39 3,861.39
8,316.00 8,316.00
1.20 3,067.20
52.00 1,664.00
65.00 1,625.00
75.00 11,250.00
172.59 405,413.91
286.16 29,760.64
546.71 237,818.85
1,980.00 1,980.00
2,300.00 13,800.00
3,200.00 6,400.00
1 LS
1 LS
1 LS
2556 LF
32 LF
25 LF
150 LF
2349 LF
104 LF
435 LF
1 EA
6 EA
2 EA
4 EA
1 EA
2 EA
10,469.02
2,000.00
4,310.00
41,876.08
2,000.00
8,620.00
#2-13 �abor to perform work. � ' ' 1 EA 6,066.11 6,066.11
Total (Items 1-1 through 2-13): $ 822,695.13
Enclosed with this proposal is a Cashier's Check or Certified Check Eoclosed with
this proposal is a Cashier's Check or Certified Check for
Dollars ($ or a Proposal Bond in the sum
� of � Dollara ($ . which it is agreed shall be
collected and retained by the Owner ae liquidated damages in thc event the proposal is
accepted by t6e (hyner and the undersigned fails to execute the necessary contract
documents, insurance ce�tificates, and the reyuired boad (if any) with the Owner wethin
ten (10) business days afte� tbe date oi' receipt af written notitication of acceptance ot said
proposal; otherwise, said check or bond shall be retorned to the undersigned upon
demand.
Offeror understands and agrees that the contract to be executed by Offeror shali be bound
and includc ali contract documents made available to him far his inspection in accordance with
the Notice to Ufferors.
Pursuaet to Tezas Local Government Code � Date:, r►�O� �
252.043(g), a eompetitive sealed propossl that
das beep opeaed may oot be cAanged for the
pnrpose of co�recting an error fa the propossl
prke. THEItEFORE. ANY CORRECTIONS
TO THE PROPOSAL PRICE MUST BE MADE
ON THE PROPOSAL SUBMITTAL FORM
PRIOR TO PROPOSAL OPENING.
(Seal if Offeror is a Co�poration)
.� � -'/�/ � ! ,/
�� .
Offeror acknowledges receipt of the following addenda:
Addenda No. � - -
Addenda No.
Addenda No.
Addenda No.
Datej��►��,�I'�?'j
Date
Datc
Date
WY�.- �
thorized Signatu�e
Jan Patterson
(Printed or Typed Name)
Deerwood Construcion, Inc.
Compa�y
P. O, Box 3009
Address
r „ht,��� Ls�bock
City, County
Texas . 79452
State Zip Code
Telephone: 806-74} -1446
Fax: 806-741-1448
Emaii: 'anpatterson@deerwoodinc.com
FEDE�L TAX ID or SOCIAL SECURITY
No.
75 272677d
MAVBE Firm: Woman Black American Nativr Americen
1-[is anic American Asian Pacific American Other (S eci )
CERTIFICATE OF INTERESTED PARTIES FORnn 1295
1 of 1
Complete Nos. l- 4 and s if there are interested parties. OFFICE USE ONLY
Complete Nos. i, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form, and the city, state and country of the business entity's place Certificate Number:
oi business.
2023-1085046
Deerwood Construction, Inc.
Lubbock, TX United States �ate Filed:
2 Name of gove►nmental entity or state agency that is a party to t e contract or w ic t e Form is 10/18/2023
being filed.
Clty of LubboCk Texas Date Acknowledged:
3 Provide the identification number used by the governmental entity or state agency to track or identi(y the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
17586
Southeast Lubbock Water System Expansion - 98th Street Water Line
4
Nature ofinterest
Name of Interested Party City, State, Country (place of business) (check applicable)
Controlling Intermediary
Patterson, Jan Lubbock, TX United States X
Aguilar, Roy Lubbock, TX United States X
5 Check only If there is NO Interested Party. ❑
6 UNSWORN DECIARATION
My name is �Q ��e ���/ / , and my date of birth is � �
My address is . �� � /�..- � �� .�. v b bac� _ �. 7T1 � . �.ub
(street) (ciry) (state) (zip code) (country)
I declare under penalry of perjury that the foregoing is true and correct.
Executed in � Counry, State o , on the �ay of QU�l�p/ , 20ei�i
(month) (year)
Signature of authorized agent o( contracting business entiry
(Declarant)
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V3.S.i.cb183824
CERTIFICATE OF INTERESTED PARTIES
FORnn 1295
1of1
Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos. 1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form, and the city, state and country of the business entity's place Certificate Number:
of business. 2023-1085046
Deerwood Construction, Inc.
Lubbock, TX United States Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 10/18/2023
being filed.
Ciry of Lubbock Texas �ate Acknowledged:
10/19/2023
g Provide the identification number used by the governmental entiry or state agency to track or identify the contract, and provide a
description of the services, goods, or other property to be provided under the contract.
17586
Southeast Lubbock Water System Expansion - 98th Street Water Line
Nature of interest
4 Name of Interested Pa Ci State Count lace of business check a licable
rtY tY, � rY �P ) � PP )
Controlling Intermediary
Patterson, Jan Lubbock, TX United States X
Aguilar, Roy Lubbock, TX United States X
5 Check only if there is NO Interested Party. ❑
6 UNSWORN DECLARATION
My name is , and my date of birth is
My address is , ,
(street) (city) (state) (zip code) (country)
I declare under penalty of perjury that the foregoing is true and correct.
Executed in County, State of , on the day of , 20
(month) (year)
Signature of authorized agent of contracting business entiry
(Declarant)
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V3.5.1.cb183824
BOND CHECK
BEST RATING
LICENSED IN TEXAS
DATE BY:
CONTRACT AWARD DATE: November 7, 2023
CITY OF LUBBOCK
SPECIFICATIONS FOR
Southeast Lubbock Water System Expansion — 98th Street Waterline
RFP 23-17586-TF
CONTRACT 17586
PROJECT NUMBER: 92805.9241.30000
Plans & Specifications may be obtained from
hlt2s://ci-lubbock-tx.bonfirehub.com/
'LubCity of
bock
TEXAS
CITY OF LUBBOCK
Lubbock, Texas
Page Intentionally Left Blank
Addenda
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*kAlri-
'`b�oek Lub
ADDENDUM 1
Closing Date Extension & BidTable Modification
RFP 23-17586-TF
Southeast Lubbock Water System Expansion —
98th Street Waterline
DATE ISSUED: October 4, 2023
NEW CLOSING DATE: October 10, 2023, at 2:00 p.m.
The following items take precedence over specifications for the above named Request for Proposals (RFP).
Where any item called for in the RFP documents is supplemented here, the original requirements, not affected
by this addendum, shall remain in effect.
Closing Date Extension
The bid due date has been extended to October 10, 2023, at 2:00 p.m.
BidTable Modification
Please utilize the updated BidTable.
a. The following has been modified:
i. Item 92-10 —quantity has changed from Ito 4.
ii. Item 92-12 — quantity has changed from 1 to 2.
All requests for additional information or clarification must be submitted in writing and directed to:
Teofilo Flores, Asst. Director
City of Lubbock
Purchasing and Contracts Management Office
1314 Ave. K, Floor 9
Lubbock, Texas 79401
Questions may be faxed to (806)775-2164 or Email to TKFlores2mylubbock.us
Questions are preferred to be posted on Bonfire.
THANK YOU,
eop&
CITY OF LUBBOCK
Teofilo Flores
Asst. Director
City of Lubbock
Purchasing and Contracts Management Office
It is the intent and purpose of the City of Lubbock that this request permits competitive proposals. It shall be the offeror's responsibility to
advise the Director of Purchasing and Contract Management if any language, requirements, etc., or any combinations thereof, inadvertently
restricts or limits the requirements stated in this RFP to a single source. Such notification must be submitted in writing and must be received by
the Director of Purchasing and Contract Management no later than five (5) business days prior to the close date. A review of such notifications
will be made.
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2.
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4.
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10
11
12
13
INDEX
NOTICE TO OFFERORS
GENERAL INSTRUCTIONS TO OFFERORS
TEXAS GOVERNMENT CODE § 2269
PROPOSAL SUBMITTAL FORM — (must be submitted by published due date & time)
4-1. PROPOSAL SUBMITTAL FORM
4-2. SUBMITTAL OF DOCUMENTS
4-3. CONTRACTOR'S STATEMENT OF QUALIFICATIONS
POST -CLOSING DOCUMENT REQUIREMENTS — (to be submitted no later than seven business days
after the close date when proposals are due)
5-1. FINAL LIST OF SUB -CONTRACTORS
PAYMENT BOND
PERFORMANCE BOND
CERTIFICATE OF INSURANCE
CONTRACT
GENERAL CONDITIONS OF THE AGREEMENT
WAGE DETERMINATIONS
SPECIAL CONDITIONS (IF APPLICABLE)
SPECIFICATIONS
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NOTICE TO OFFERORS
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City of
vtLubboek
TEXAS
RIP 23-17586-TF
Southeast Lubbock Water System Expansion — 98th Street Waterline
Extension
1. NOTICE TO OFFERORS
1.1. Offerors may submit proposals electronically by uploading required documents at the City of
Lubbock's partner's website, Bonfire. This Request for Proposals is for your convenience in
submitting an offer for the specified services. If submitting electronically, do not submit paper
documents. If you choose to submit in hard copy, submit one original paper copy of your
submittal to the office of the Director of Purchasing and Contract Management:
Physical: Marta Alvarez, Director of Purchasing and Contract Management
City of Lubbock
13 14 Avenue K, 9th Floor
Lubbock, Texas 79401
Mailing: Marta Alvarez, Director of Purchasing and Contract Management
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
MARK ENVELOPE WITH THE SOLICITATION NUMBER, TITLE, AND DUE DATE/TIME
1.2. Proposals will be opened in the office of the Director of Purchasing and Contract Management,
Citizens Tower, 1314 Avenue K, Floor 9, Lubbock, Texas, 79401, and via teleconference as
shown below at 2:00 PM on October 4, 2023, or as changed by the issuance of formal addenda
to all planholders, to furnish all labor and materials and perform all work for the construction of
the above referenced.
1.3. After the expiration of the time and date above first written, said sealed proposals will be opened
in the office of the Director of Purchasing and Contract Management and publicly read aloud.
Bids will be opened via teleconference if date/time stamped on or before the deadline stated at the
office listed above. The Zoom meeting information is as follows:
Website: https://zoom.us/j/9759171012?pwd=bkFtRTN1cXVISkhWdkZiMDk4MXh2dzO9
Meeting ID: 975 917 1012
Passcode: 1314
1.4. It is the sole responsibility of the offeror to ensure that his proposal is actually in the office of the
Director of Purchasing and Contract Management for the City of Lubbock, before the expiration of
the date above first written. Any proposal received after the date and hour specified will be rejected
and returned unopened to the offeror.
1.5. Mailing of a proposal does not ensure that the proposal will be delivered on time or delivered at all.
If offeror does not hand deliver proposal, we suggest that he/she use some sort of delivery service
that provides a receipt. The City of Lubbock assumes no responsibility for errant delivery of
proposals, including those relegated to a courier agent who fails to deliver in accordance with the
time and receiving point specified.
1.6. Although offers may be submitted electronically, hard copy proposals will be accepted in person, by
United States Mail, by United Parcel Service, or by private
courier service. THE CITY WILL NOT ACCEPT FAX PROPOSALS.
1.7. Proposals may be withdrawn prior to the above scheduled time set for closing. Alteration made
before RFP closing must be initialed by offeror guaranteeing authenticity.
1.8. Proposals are due at 2:00 PM on October 4, 2023 and should be addressed to Marta Alvarez,
Director of Purchasing and Contract Management, City of Lubbock, Texas, Citizens Tower, 1314
Avenue K, Floor 9, Lubbock, Texas, 79401. The City of Lubbock Council members will consider
the proposals on October 24, 2023, at the Citizens Tower, 1314 Avenue K, Lubbock, Texas, or as
soon thereafter as may be reasonably convenient, subject to the right to reject any or all proposals
and waive any formalities. The successful offeror will be required to furnish a performance bond in
accordance with Chapter 2253, Government Code, in the amount of 100% of the total contract price
in the event that said contract price exceeds $100,000 and the successful offeror will be required to
furnish a payment bond in accordance with Chapter 2253, Government Code, in the amount of 100%
of the total contract price in the event that said contract price exceeds $50,000. Said statutory bonds
shall be issued by a company carrying a current Best Rating of "A" or better. THE BONDS
MUST BE IN A FORM ACCEPTABLE TO THE CITY ATTORNEY. NO WORK ON THE
CONTRACT SHOULD COMMENCE BEFORE THE BONDS ARE PROVIDED AND
APPROVFn_
1.9 NOTICE TO PROCEED WILL BE ISSUED 30 DAYS FOLLOWING THE AWARD OF
THE CONTRACT BY THE LUBBOCK CITY COUNCIL.
1.10. Please allow time to upload required documentation. 24hrs in advance is recommended.
1.11. Offerors are required, whether or not a payment or performance bond is required, to submit a
cashier's or certified check issued by a bank satisfactory to the City of Lubbock, or a proposal bond
from a reliable surety company, payable without recourse to the order of the City of Lubbock in an
amount not less than 5% of the total amount of the proposal submitted as a guarantee that offeror
will enter into a contract and execute all necessary bonds within ten (10) business days after notice
of award of the contract to the Offeror. FAILURE OF THE OFFEROR TO INCLUDE
PROPOSAL SECURITY WITH THE PROPOSAL SUBMITTAL SHALL CONSTITUTE A
NON -RESPONSIVE PROPOSAL AND RESULT IN DISQUALIFICATION OF THE
PROPOSAL SUBMITTAL.
1.12. Copies of plans and specifications may be obtained at bidder's expense from the City of Lubbock
Purchasing and Contract Management office. Plans and specifications can be viewed online and
downloaded from https://ci-lbbock-tx.bonfirehub.com/portal/ at no cost. In the event of a large file
size, please be patient when downloading or viewing. BUSINESSES WITHOUT INTERNET
ACCESS may use computers available at most public libraries.
1.13. It shall be each offeror's sole responsibility to inspect the site of the work and to inform Offeror
regarding all local conditions under which the work is to be done. It shall be understood and agreed
that all such factors have been thoroughly investigated and considered in the preparation of the
proposal submitted.
2. PRE -PROPOSAL MEETING
2.10. For the purpose of familiarizing offerors with the requirements, answering questions, and issuing
addenda as needed for the clarification of the Request for Proposals (RFP) documents, a non-
mandatory pre -proposal conference will be held at 10:00AM, September 26, 2023, via
teleconference. The Zoom meeting information is as follows:
Website: https://zoom.us/j/9759171012?pwd=bkFtRTN1cXVISkhWdkZiMDk4MXh2dz09
Meeting ID: 975 917 1012
Passcode: 1314
2.11. All persons attending the meeting will be asked to identify themselves and the prospective offeror
they represent.
2.12. It is the offeror's responsibility to attend the pre -proposal meeting though the meeting is not
mandatory. The City will not be responsible for providing information discussed at the pre -proposal
meeting to offerors who do not attend the pre -proposal meeting. Attention of each offeror is
particularly called to the schedule of general prevailing rate of per diem wages included in the
contract documents on file in the office of the Purchasing and Contract Management Office of the
City of Lubbock, which document is specifically referred to in this notice to offerors. Each offerors
attention is further directed to Texas Government Code, Chapter 2258, Prevailing Wage Rates, and
the requirements contained therein concerning the above wage scale and payment by the contractor
of the prevailing rates of wages as heretofore established by owner in said wage scale.
3. The City of Lubbock hereby notifies all offerors that in regard to any contract entered into pursuant to this
advertisement, minority and women business enterprises will be afforded equal opportunities to submit
proposals in response to this invitation and will not be discriminated against on the grounds of race, color,
sex, disability, or national origin in consideration for an award.
4. The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -proposal
meetings and proposal openings are available to all persons regardless of disability. If you require special
assistance, please contact the Purchasing and Contract Management Office at (806) 775-2572 write to Post
Office Box 2000, Lubbock, Texas 79457 at least 48 hours in advance of the meeting.
CITY OF LUBBOCK,
Marta Alvarez
DIRECTOR OF PURCHASING &
CONTRACT MANAGEMENT
Pate Intentionally Left Blank
GENERAL INSTRUCTIONS TO OFFERORS
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GENERAL INSTRUCTIONS TO OFFERORS
1. OFFEROR INQUIRIES AND CLARIFICATION OF REQUIREMENTS
1.1 It is the intent and purpose of the City of Lubbock that this request permits competitive proposals. It
shall be the offerors responsibility to advise the Director of Purchasing and Contract Management if any
language, requirements, etc., or any combinations thereof, inadvertently restricts or limits the
requirements stated in this RFP to a single source. Such notification must be submitted in writing and
must be received by the City Purchasing and Contract Management Office no later than five (5) calendar
days before the proposal closing date. A review of such notifications will be made.
1.2 NO OFFEROR SHALL REQUEST ANY INFORMATION VERBALLY. ALL REQUESTS FOR
ADDITIONAL INFORMATION OR CLARIFICATION CONCERNING THIS REQUEST FOR
PROPOSALS (RFP) MUST BE SUBMITTED IN WRITING NO LATER THAN FIVE (5)
CALENDAR DAYS PRIOR TO THE PROPOSAL CLOSING DATE AND ADDRESSED TO:
Teofilo Flores, Asst. Director
City of Lubbock
Purchasing and Contract Management Office
1314 Avenue K, Floor 9,
Lubbock, Texas, 79401
Fax: 806-775-2164
Email: TKFlores2mylubbock.us
Website: https://ci-lbbock-tx.bonfirehub.com/portal/
2. TIME AND ORDER FOR COMPLETION
2.1 The construction covered by the contract documents shall be substantially completed within 150
Consecutive Calendar Days from the date specified in the Notice to Proceed issued by the City of
Lubbock to the successful offeror.
2.2 The Contractor will be permitted to prosecute the work in the order of his own choosing, provided,
however, the City reserves the right to require the Contractor to submit a progress schedule of the work
contemplated by the contract documents. In the event the City requires a progress schedule to be
submitted, and it is determined by the City that the progress of the work is not in accordance with the
progress schedule so submitted, the City may direct the Contractor to take such action as the City deems
necessary to ensure completion of the project within the time specified.
2.3 Upon receipt of notice to proceed, and upon commencement of the work, the Contractor shall ensure
daily prosecution of the work is conducted every business day until the work is completed, regardless if
the work will be substantially or finally complete ahead of specified deadlines in the agreement, unless
the City determines time off from said prosecution is necessary or reasonable and Contractor received
said determination in writing from the City. Additionally, inclement weather shall be the only other
reason consistent, daily prosecution of the work may not take place on those inclement weather days.
GUARANTEES
3.1 All equipment and materials incorporated in the project and all construction shall be guaranteed against
defective materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner,
a written general guarantee which shall provide that the Contractor shall remedy any defects in the work,
and pay for any and all damages of any nature whatsoever resulting in such defects, when such defects
appear within One year from date of final acceptance of the work as a result of defective materials or
workmanship, at no cost to the Owner (City of Lubbock).
3.2 Notwithstanding any provisions contained in the contractual agreement, the Contractor represents and
warrants fault -free performance and fault -free result in the processing date and date -related data
(including, but not limited to calculating, comparing and sequencing) of all hardware, software and
firmware products delivered and services provided under this Contract, individually or in combination,
as the case may be from the effective date of this Contract. Also, the Contractor warrants calculations
will be recognized and accommodated and will not, in any way, result in hardware, software or firmware
failure. The City of Lubbock, at its sole option, may require the Contractor, at any time, to demonstrate
the procedures it intends to follow in order to comply with all the obligations contained herein.
3.3 The obligations contained herein apply to products and services provided by the Contractor, its sub-
contractor or any third party involved in the creation or development of the products and services to be
delivered to the City of Lubbock under this Contract. Failure to comply with any of the obligations
contained herein, may result in the City of Lubbock availing itself of any of its rights under the law and
under this Contract including, but not limited to, its right pertaining to termination or default.
3.4 The warranties contained herein are separate and discrete from any other warranties specified in this
Contract, and are not subject to any disclaimer of warranty, implied or expressed, or limitation to the
Contractor's liability which may be specified in this Contract, its appendices, its schedules, its annexes
or any document incorporated in this Contract by reference.
4. BASIS OF PROPOSALS AND SELECTION CRITERIA
4.1 The City uses the Competitive Sealed Proposals procurement method as authorized by the Texas
Legislature and further defined by Texas Government Code Section 2269. The Maximum Point value is
equal to 100 points. The weight factor is 60 points for Price, 30 points for Contractor Qualifications, and
10 points for Construction Time. The selection criteria used to evaluate each proposal includes the
following:
4.1.1 60 POINTS - PRICE: The quality of Offerors is not judged solely by a low initial cost proposal
or, conversely, eliminated solely because of a high initial cost proposal. The following is the
formula used when determining price as a factor for construction contract proposals. The lowest
proposal price of all the proposals becomes the standard by which all price proposals are
evaluated. One at a time, each proposal is evaluated by taking the lowest proposal price and
dividing it by the price of the proposal being evaluated. That fraction is then multiplied by the
maximum point value of the price factor for the price score. For Example: (Lowest Price/Current
Proposal Price) x Maximum Point Value = Price Score.
4.1.2 30 POINTS - CONTRACTOR QUALIFICATIONS: When evaluating a contractor's
qualifications, the City uses the "Contractor's Statement of Qualifications" attached within, past
experience with the contractor and the "Safety Record Questionnaire. The City may also
interview the job superintendent at a time to be named after receipt of proposals.
4.1.3 Each evaluator assigns points based upon the responses the contractor provides in the
"Contractor's Statement of Qualifications", any past experience with the contractor, and on safety
record information submitted. The City may consider any incidence involving worker safety or
safety of Lubbock residents, be it related or caused by environmental, mechanical, operational,
supervision or any other cause or factor under the contractor's control. Evaluators base their rating
primarily upon how well you document previous offenses with the date of the offense, location
where the offense occurred, type of offense, final disposition of the offense, and any penalty
assessed
4.1.4 The "Contractor's Statement of Qualifications" is a minimum.
4.1.4.1 You may provide additional pertinent information relevant to the project for which you
are submitting this proposal in an appendix.
4.1.5 10 POINTS - CONSTRUCTION TIME: This criterion is, as with price, objective and
evaluators use the following formula when determining construction time as a factor for
construction contract proposals. The lowest construction time proposal of all the proposals
becomes the standard by which all the construction time proposals are evaluated. One at a time,
each proposal is evaluated by taking the lowest construction time and dividing it by the
construction time of the proposal being evaluated. That fraction is then multiplied by the
maximum point value of the construction time factor for the construction time score. For example:
(Lowest construction time/Current Proposal construction time) x Maximum Point Value =
Construction Time Score)
4.1.6 EVALUATION PROCESS: Evaluators independently review and score each proposal. The
Committee meets, to discuss the individual scores of each evaluator. If the individual scores are
similar, the Chairperson may average the scores then rank offerors accordingly. If the scores are
significantly diverse, the Chairperson initiates and moderates discussion to determine the reasons
for the differences and ensures that all evaluators are fully knowledgeable of all aspects of the
proposals. Scores may then be adjusted by the committee based on committee discussion.
4.1.7 Please note that offerors with higher qualifications scores could be ranked higher than offerors
with slightly better price scores.
4.2 The estimated budget for the construction phase of this project is $790,000.
4.3 Proposals shall be made using the forms provided.
GENERAL INSTRUCTIONS TO OFFERORS
(Continued)
5. ADDENDA & MODIFICATIONS
5.1 Any changes, additions, or clarifications to the RFP are made by ADDENDA information available over
the Internet at hiips://ci-lubbock-tx.bonfirehub.com/portal/. We strongly suggest that you check for
any addenda a minimum of forty-eight hours in advance of the response deadline. BUSINESSES
WITHOUT INTERNET ACCESS may use computers available at most public libraries.
5.2 Any offeror in doubt as to the true meaning of any part of the specifications or other documents may
request an interpretation thereof from the Director of Purchasing and Contract Management. At the
request of the offeror, or in the event the Director of Purchasing and Contract Management deems the
interpretation to be substantive, the interpretation will be made by written addendum issued by the
Purchasing and Contract Management. Such addenda issued by the Purchasing and Contract
Management Office will be available over the Internet at https://ci-lubbock-tx.bonfirehub.com/portal/
and will become part of the proposal package having the same binding effect as provisions of the original
RFP. NO VERBAL EXPLANATIONS OR INTERPRETATIONS WILL BE BINDING. In order to
have a request for interpretation considered, the request must be submitted in writing and must be
received by the City of Lubbock Purchasing and Contract Management Office no later than five (5)
calendar days before the proposal closing date.
5.3 All addenda, amendments, and interpretations of this solicitation shall be in writing. The City of Lubbock
shall not be legally bound by any explanation or interpretation that is not in writing. Only information
supplied by the City of Lubbock Purchasing and Contract Management Office in writing or in this RFP
should be used in preparing proposal responses. All contacts that an offeror may have had before or after
receipt of this RFP with any individuals, employees, or representatives of the City and any information
that may have been read in any news media or seen or heard in any communication facility regarding this
proposal should be disregarded in preparing responses.
5.4 The City does not assume responsibility for the receipt of any addendum sent to offerors
6. EXAMINATION OF DOCUMENTS AND REQUIREMENTS
6.1 Each offeror shall carefully examine all RFP documents and thoroughly familiarize itself with all
requirements before submitting a proposal to ensure that their proposal meets the intent of these
specifications.
6.2 Before submitting a proposal, each offeror shall be responsible for making all investigations and
examinations that are necessary to ascertain conditions and requirements affecting the requirements of
this Request for Proposals. Failure to make such investigations and examinations shall not relieve the
offeror from obligation to comply, in every detail, with all provisions and requirements of the Request
for Proposals.
6.3 Notices of any discrepancies or omissions in these plans, specifications, or contract documents, shall
be given to the Director of Purchasing and Contract Management and a clarification obtained
before the proposals are received, and if no such notice is received by the Director of Purchasing
and Contract Management prior to the opening of proposals, then it shall be deemed that the
offeror fully understands the work to be included and has provided sufficient sums in its proposal
to complete the work in accordance with these plans and specifications. If offeror does not notify
the Director of Purchasing and Contract Management before offering of any discrepancies or
omissions, then it shall be deemed for all purposes that the plans and specifications are sufficient
and adequate for completion of the project. It is further agreed that any request for clarification
must be submitted no later than five (5) calendar days prior to the opening of proposals.
7. PROPOSAL PREPARATION COSTS
7.1 Issuance of this RFP does not commit the City of Lubbock, in any way, to pay any costs incurred in the
preparation and submission of a proposal.
7.2 The issuance of this RFP does not obligate the City of Lubbock to enter into contract for any services or
equipment.
7.3 All costs related to the preparation and submission of a proposal shall be paid by the offeror.
8. TRADE SECRETS, CONFIDENTIAL INFORMATION AND THE TEXAS PUBLIC INFORMATION
ACT
8.1 If you consider any portion of your proposal to be privileged or confidential by statute or judicial decision,
including trade secrets and commercial or financial information, clearly identify those portions.
8.2 Proposals will be opened in a manner that avoids disclosure of the contents to competing offerors and
keeps the proposals secret during negotiations. All proposals are open for public inspection after the
contract is awarded, but trade secrets and confidential information in the proposals are not open for
inspection. Tex. Loc. Govt. Code 252.049(a)
8.3 Marking your entire proposal CONFIDENTIAL/PROPRIETARY is not in conformance with the Texas
Public Information Act.
8.4 Pursuant to Section 552.234(c) of the Texas Government Code, submit your open records request using
the link provided below.
https:///Iubbocktx.govga.us/WEBAPP/_rs/(S(quiyirflbtihahjny^ cegwpcs))/SLipportHome.aspx
8.5 For more information, please see the City of Lubbock Public Information Act website at:
https://ci.lubbock.tx.us/pa�es/public-information-act
9. LICENSES. PERMITS. Taxes
9.1 The price or prices for the work shall include full compensation for all taxes, permits, etc. that the offeror
is or may be required to pay.
10. UTILIZATION OF LOCAL BUSINESS RESOURCES
10.1 Prospective offerors are strongly encouraged to explore and implement methods for the utilization of
local resources, and to outline in their proposal submittal how they would utilize local resources.
11. CONFLICT OF INTEREST
11.1 The offeror shall not offer or accept gifts or anything of value nor enter into any business arrangement
with any employee, official or agent of the City of Lubbock.
11.2 By signing and executing this proposal, the offeror certifies and represents to the City the offeror has not
offered, conferred or agreed to confer any pecuniary benefit or other thing of value for the receipt of
special treatment, advantage, information, recipient's decision, opinion, recommendation, vote or any
other exercise of discretion concerning this proposal.
11.3It is not necessary to fill out the CIQ Form unless you have a business relationship that might cause
a conflict of interest with the City of Lubbock
11.4 Effective January 1, 2006, Chapter 176 of the Texas Local Government Code requires that any vendor
or person considering doing business with a local government entity disclose in the Questionnaire, Form
CIQ, the vendor or person's affiliation or business relationship that might cause a conflict of interest
with a local government entity. By law, the questionnaire must be filed with the records administrator
of the City of Lubbock not later than the Seventh business day after the date the person becomes aware
of the facts that require the statement to be filed. The questionnaire can be found at:
hLtps://www.ethics.state.tx.us/fonns/conflict/
For the City of Lubbock, these forms should be filed with the City Secretary's Office, P.O. Box 2000,
Lubbock, Texas, 79457
See Section 176.006, Local Government Code:
http://www.statutes.Iegis.state.tx.us/SOTWDocs/LG/htm/LG.176.htm.
A person commits an offense if the person violates Section 176.006, Local Government Code.
An offense under this section is a Class C misdemeanor.
12. CONTRACT DOCUMENTS
12.1 All work covered by the contract shall be done in accordance with contract documents described in the
General Conditions.
12.2 All offerors shall be thoroughly familiar with all of the requirements set forth on the contract documents
for the construction of this project and shall be responsible for the satisfactory completion of all work
contemplated by said contract documents.
13. CERTIFICATE OF INTERESTED PARTIES
13.1 Effective January 1, 2016, Section 2252.908, as amended, of Chapter 2252 of the Texas Government
Code requires certain business entities to submit an electronic disclosure form to the Texas Ethics
Commission before entering into a contract with a local government entity when any of the following
apply:
1) Contract requires an action or vote by the City Council (governing body); OR
2) Contract value is $1 Million or greater; OR
3) Contract is for services that would require a person to register as a lobbyist under Chapter 305
of the Government Code.
This must be done before executing the contract. The disclosure form may be found at
https://www.ethics.state.tx.us/whatsnew/elf_ info_forml295.htm. You must log in and create an
account the first time you fill out the form. Tutorial videos on how to log in for the first time and how
to fill out the form can be found through the link above. After you electronically submit the
disclosure form, a screen will come up confirming the submission and assigning a certificate number.
Then, you must print the form, have an authorized agent complete the declaration and sign, and
provide it to the City (scanned email copy is acceptable).
13.2 A contract described by Subsection (b) of Government Code Section 2252.908 entered into by a
governmental entity or state agency is voidable for failure to provide the disclosure of interested parties
required by this section only if: (1) the governmental entity or state agency submits to the business
entity written notice of the business entity 's failure to provide the required disclosure; and (2) the
business entity fails to submit to the governmental entity or state agency the required disclosure on or
before the loth business day after the date the business entity receives the written notice under
Subdivision (1).
14. PLANS FOR USE BY OFFERORS
14.1 It is the intent of the City of Lubbock that all parties with an interest in submitting a proposal on the
project covered by the contract documents be given a reasonable opportunity to examine the documents
and prepare a proposal without charge. The contract documents may be examined without charge as
noted in the Notice to Offerors.
15. PAYMENT
15.1 All payments due to Contractor shall be made in accordance with the provisions of the General
Conditions of the contract documents.
16. AFFIDAVITS OF BILLS PAID
16.1 The City of Lubbock reserves the right, prior to final acceptance of this project to require the Contractor
to execute an affidavit that all bills for labor, materials and incidentals incurred in the construction of the
improvements contemplated by the contract documents have been paid in full and that there are no claims
pending, of which the Contractor has been notified.
17. MATERIALS AND WORKMANSHIP
17.1 The intent of these contract documents is that only materials and workmanship of the best quality and
grade will be furnished. The fact that the specifications may fail to be sufficiently complete in some
detail will not relieve the Contractor of full responsibility for providing materials of high quality and for
protecting them adequately until incorporated into the project. The presence or absence of a
representative of the City on the site will not relieve the Contractor of full responsibility of complying
with this provision. The specifications for materials and methods set forth in the contract documents
provide minimum standards of quality, which the Owner believes necessary to procure a satisfactory
proj ect.
18. PLANS FOR THE CONTRACTOR
18.1 The contractor will, upon written request, be furnished up to a maximum of five sets of plans and
specifications and related contract documents for use during construction. Plans and specifications for
use during construction will only be furnished directly to the Contractor. The Contractor shall then
distribute copies of plans and specifications to suppliers, subcontractors or others, as required for proper
prosecution of the work contemplated by the Contractor.
19. PROTECTION OF THE WORK
19.1 The Contractor shall be responsible for the care, preservation, conservation, and protection of all
materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, and all means of
construction, and any and all parts of the work whether the Contractor has been paid, partially paid, or
not paid for such work, until the date the City issues its certificate of completion to Contractor. The City
reserves the right, after the proposals have been opened and before the contract has been awarded, to
require of an offeror the following information:
(a) The experience record of the offeror showing completed jobs of a similar nature to the one
covered by the intended contract and all work in progress with bond amounts and percentage
completed.
(b) A sworn statement of the current financial condition of the offeror.
(c) Equipment schedule.
20. TEXAS STATE SALES TAX
20.1 This contract is issued by an organization which qualifies for exemption provisions pursuant to provisions
of Article 20.04 of the Texas Limited Sales, Excise and Use Tax Act.
20.2 The Contractor must obtain a limited sales, excise and use tax permit which shall enable him to buy the
materials to be incorporated into the work without paying the tax at the time of purchase.
21. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
2 1. 1 It shall be the Contractor's responsibility to prosecute the work contemplated by the contract documents
in such a way as to exercise due care to locate and prevent damage to all underground pipelines, utility
lines, conduits or other underground structures which might or could be damaged by Contractor during
the construction of the project contemplated by these contract documents. The City of Lubbock agrees
that it will furnish Contractor the location of all such underground lines and utilities of which it has
knowledge. However, such fact shall not relieve the Contractor of his responsibilities aforementioned.
All such underground lines or structures, both known and unknown, cut or damaged by Contractor during
the prosecution of the work contemplated by this contract shall be repaired immediately by Contractor
to the satisfaction of the City of Lubbock, Texas, and/or the owning utility at the Contractor's expense.
22. BARRICADES AND SAFETY MEASURES
22.1 The contractor shall, at his own expense, furnish and erect such barricades, fences, lights and danger
signals, and shall take such other precautionary measures for the protection of persons, property and the
work as may be necessary. The Contractor will be held responsible for all damage to the work due to
failure of barricades, signs, and lights to protect it, and when damage is incurred, the damaged portion
shall be immediately removed and replaced by Contractor at his own cost and expense. The Contractor's
responsibility for maintenance of barricades, signs, and lights shall not cease until the date of issuance to
Contractor of City's certificate of acceptance of the project.
23. EXPLOSIVES
23.1 The use of explosives will not be permitted
23.2 Explosive materials shall not be stored or kept at the construction site by the Contractor.
24. CONTRACTOR'S REPRESENTATIVE
24.1 The successful offeror shall be required to have a responsible local representative available at all times
while the work is in progress under this contract. The successful offeror shall be required to furnish the
name, address and telephone number where such local representative may be reached during the time
that the work contemplated by this contract is in progress.
25. INSURANCE
25.1 The Contractor shall not commence work under this contract until he has obtained all insurance as
required in the General Conditions of the contract documents, from an underwriter authorized to do
business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to the
City and written notice of cancellation or any material change will be provided ten (10) days in advance
of cancellation or change. All policies shall contain an agreement on the part of the insurer waiving the
right to subrogation. The Contractor shall procure and carry at his sole cost and expense through the life
of this contract, insurance protection as hereinafter specified. Coverage in excess of that specified herein
also shall be acceptable. Such insurance shall be carried with an insurance company authorized to
transact business in the State of Texas and shall cover all operations in connection with this contract,
whether performed by the Contractor or a subcontractor, or separate policies shall be provided covering
the operation of each subcontractor. A certificate of insurance specifying each and all coverages shall be
submitted before contract execution.
26. LABOR AND WORKING HOURS
26.1 Attention of each offeror is particularly called to the schedule of general prevailing rate of per diem
wages included in these contract documents. The wage rate that must be paid on this project shall not be
less than specified in the schedule of general prevailing rates of per diem wages as above mentioned.
The offeror's attention is further directed to the requirements of Texas Government Code, Chapter 2258,
Prevailing Wage Rates, providing for the payment of the wage schedules above mentioned and the
offeror's obligations thereunder. The inclusion of the schedule of general prevailing rate of per diem
wages in the contract documents does not release the Contractor from compliance with any wage law
that may be applicable. Construction work under this contract requiring an inspector will not be
performed on Sundays or holidays unless the following conditions exist:
26.1.1 The project being constructed is essential to the City of Lubbock's ability to provide the necessary
service to its citizens.
26.1.2 Delays in construction are due to factors outside the control of the Contractor. The Contractor is
approaching the penalty provisions of the contract and Contractor can show he has made a diligent
effort to complete the contract within the allotted time.
26.2 Before construction work requiring an inspector is to be performed on Sundays or holidays, the
Contractor must notify the Owner's Representative not less than three full working days prior to the
weekend or holiday he desires to do work and obtain written permission from the Owner's Representative
to do such work. The final decision on whether to allow construction work requiring an inspector on
Sundays or holidays will be made by the Owner's Representative.
26.3In any event, if a condition should occur or arise at the site of this project or from the work being done
under this contract which is hazardous or dangerous to property or life, the Contractor shall immediately
commence work, regardless of the day of the week or the time of day, to correct or alleviate such
condition so that it is no longer dangerous to property or life.
27. PAYMENT OF EMPLOYEES AND FILING OF PAYROLLS
27.1 The contractor and each of his subcontractors shall pay each of his employees engaged in work on the
project under this contract in full (less mandatory legal deductions) in cash, or by check readily cashable
without discount, not less often than once each week. The Contractor and each of his subcontractors
shall keep a record showing the name and occupation of each worker employed by the Contractor
or subcontractor in the construction of the public work and the actual per diem wages paid to each
worker. This record shall be open at all reasonable hours to inspection by the officers and agents
of the City. The Contractor must classify employees according to one of the classifications set forth in
the schedule of general prevailing rate of per diem wages, which schedule is included in the contract
documents. The Contractor shall forfeit as a penalty to the City of Lubbock on whose behalf this contract
is made, sixty dollars for each laborer, workman, or mechanic employed for each calendar day, or portion
thereof, such laborer, workman or mechanic is paid less than the wages assigned to his particular
classification as set forth in the schedule of general prevailing rate of per diem wages included in these
contract documents.
28. PROVISIONS CONCERNING ESCALATION CLAUSES
28.1 Proposals submitted containing any conditions which provide for changes in the stated proposal price
due to increases or decreases in the cost of materials, labor or other items required for the project will be
rejected and returned to the offeror without being considered.
29. PREPARATION FOR PROPOSAL
29.1 The bidder shall submit his bid on forms furnished by the City, and all blank spaces in the form
shall be correctly filled in, stating the price in numerals for which he intends to do the work
contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and
legibly, or typewritten. In case of discrepancy between the unit price and the extended total for a
bid item, the unit price will be taken. A bid that has been opened may not be chanted for the
purpose of correcting an error in the bid price.
29.2If the proposal is submitted by an individual, his name must be signed by him or his duly authorized
agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each
member must be given and the proposal signed by a member of the firm, association or partnership, or
person duly authorized. If the proposal is submitted by a company or corporation, the company or
corporate name and business address must be given, and the proposal signed by an official or duly
authorized agent. Powers of attorney authorizing agents or others to sign proposals must be properly
certified and must be in writing and submitted with the proposal. The proposal shall be executed in ink.
29.3 Pursuant to Texas Local Government Code 252.043(2), a competitive sealed proposal that has been
opened may not be chanted for the purpose of correcting an error in the proposal price.
THEREFORE, ANY CORRECTIONS TO THE PROPOSAL PRICE MUST BE MADE ON THE
PROPOSAL SUBMITTAL FORM PRIOR TO PROPOSAL OPENING.
29.4 Proposal submittals may be withdrawn and resubmitted at any time before the time set for opening of the
proposals, but no proposal may be withdrawn or altered thereafter.
30. BOUND COPY OF CONTRACT DOCUMENTS
30.1 Offeror understands and agrees that the contract to be executed by offeror shall be bound and include the
following:
(a) Notice to Offerors.
(b) General Instructions to Offerors.
(c) Offeror's Submittal.
(d) Statutory Bonds (if required).
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates for Contractor and all Sub -Contractors.
(j) All other documents made available to offeror for his inspection in accordance with
the Notice to Offerors.
30.2If Plans and Specifications are too bulky or cumbersome to be physically bound, they are to be considered
incorporated by reference into the aforementioned contract documents.
31. QUALIFICATIONS OF OFFERORS
31.1 The offeror may be required before the award of any contract to show to the complete satisfaction of the
City of Lubbock that it has the necessary facilities, ability, and financial resources to provide the service
specified therein in a satisfactory manner. The offeror may also be required to give a past history and
references in order to satisfy the City of Lubbock about the offeror's qualifications. The City of Lubbock
may make reasonable investigations deemed necessary and proper to determine the ability of the offeror
to perform the work, and the offeror shall furnish to the City of Lubbock all information for this purpose
that may be requested. The offeror's proposal may be deemed not to meet specifications or the proposal
may be rejected if the evidence submitted by, or investigation of, the offeror fails to satisfy the City of
Lubbock that the offeror is properly qualified to carry out the obligations of the contract and to complete
the work described therein. Evaluation of the offeror's qualifications shall include but not be limited to:
(a) The ability, capacity, skill, and financial resources to perform the work or provide the
service required.
(b) The ability of the offeror to perform the work or provide the service promptly or within the
time specified, without delay or interference.
(c) The character, integrity, reputation, judgment, experience, and efficiency of the offeror
(d) The quality of performance of previous contracts or services.
(e) The safety record of the Contractor and proposed Sub -Contractors
(f) The experience and qualifications of key project personnel
(g) Past experience with the Owner
31.2 Complete and submit the PROPOSED List of Sub -Contractors. Seven (7) business days after closing,
complete and submit the FINAL List of Sub -contractors.
(a) If no sub -contractors will be used please indicate so.
31.3 Before contract award, the recommended contractor for this project may be required to show that he has
experience with similar projects that require the Contractor to plan his work efforts and equipment needs
with City of Lubbock specifications in mind. Demonstration of experience shall include a complete list
of ALL similar municipal and similar non -municipal current and completed projects for the past five (5)
years for review. This list shall include the names of supervisors and type of equipment used to perform
work on these projects. In addition, the Contractor may be required to provide the name(s) of
supervisor(s) that will be used to perform work on this project in compliance with City of Lubbock
specifications herein.
32. SELECTION
32.1 Selection shall be based on the responsible offeror whose proposal is determined to be the most
advantageous to the City of Lubbock considering the relative importance of evaluation factors included
in this RFP.
32.2 NO INDIVIDUAL OF ANY USING DEPARTMENT (CITY OF LUBBOCK WATER UTILITIES OR
OTHER) HAS THE AUTHORITY TO LEGALLY AND/OR FINANCIALLY COMMIT THE CITY
TO ANY CONTRACT, AGREEMENT OR PURCHASE ORDER FOR GOODS OR SERVICES,
UNLESS SPECIFICALLY SANCTIONED BY THE REQUIREMENTS OF THIS REQUEST FOR
PROPOSAL.
32.3 The City shall select the offeror that offers the best value for the City based on the published selection
criteria and on its ranking evaluation. The City shall first attempt to negotiate a contract with the selected
offeror. The City and its engineer or architect may discuss with the selected offeror options for a scope
or time modification and any price change associated with the modification. If the City is unable to
negotiate a contract with the selected offeror, the City shall, formally and in writing, end negotiations
with that offeror and proceed to the next offeror in the order of the selection ranking until a contract is
reached or all proposals are rejected.
32.4In determining best value for the City, the City is not restricted to considering price alone, but may
consider any other factor stated in the selection criteria.
32.5A proposal will be subject to being considered irregular and may be rejected if it shows omissions,
alterations of form, conditional alternate proposals, additions or alternates in lieu of the items
specified, if the unit prices are obviously unbalanced (either in excess of or below reasonably expected
values), or irregularities of any kind.
33. ANTI -LOBBYING PROVISION
33.1 DURING THE PERIOD BETWEEN PROPOSAL SUBMISSION DATE AND THE CONTRACT
AWARD, OFFERORS, INCLUDING THEIR AGENTS AND REPRESENTATIVES, SHALL NOT
DISCUSS OR PROMOTE THEIR PROPOSAL WITH ANY MEMBER OF THE LUBBOCK CITY
COUNCIL OR CITY STAFF EXCEPT UPON THE REQUEST OF THE CITY OF LUBBOCK
PURCHASING DEPARTMENT IN THE COURSE OF CITY -SPONSORED INQUIRIES,
BRIEFINGS, INTERVIEWS, OR PRESENTATIONS.
33.2 This provision is not meant to preclude bidders from discussing other matters with City Council members
or City staff. This policy is intended to create a level playing field for all potential bidders, assure that
contract decisions are made in public, and to protect the integrity of the bid process. Violation of this
provision may result in rejection of the bidder's bid.
34. PROTEST
34.1 All protests regarding the RFP process must be submitted in writing to the City Director of Purchasing
and Contract Management within 5 working days after the protesting party knows of the occurrence of
the action which is protested relating to advertising of notices deadlines, proposal opening and all other
related procedures under the Local Government Code, as well as any protest relating to alleged
improprieties with the RFP process. This limitation does not include protests relating to staff
recommendations as to award of contract. Protests relating to staff recommendations may be directed to
the City Manager. All staff recommendations will be made available for public review prior to
consideration by the City Council as allowed by law.
FAILURE TO PROTEST WITHIN THE TIME ALLOTTED SHALL CONSTITUTE A
WAIVER OF ANY PROTEST.
35. PREVAILING WAGE RATES
35.1 Offerors are required to comply with Texas Government Code, Chapter 2258, Prevailing Wage Rates,
with respect to the payment of prevailing wage rates for the construction of a public work, including a
building, highway, road, excavation, and repair work or other project development or improvement, paid
for in whole or in part from public funds, without regard to whether the work is done under public
supervision or direction. A worker is employed on a public work if the worker is employed by the
contractor or any subcontractor in the execution of the contract for the project.
35.2 A worker employed on a public work by or on behalf of the City of Lubbock shall be paid not less than
the general prevailing rate of per diem wages for the work of a similar character in the locality in which
the work is performed, and not less than the general prevailing rate of per diem wages for legal holiday
and overtime work.
35.3 A contractor or subcontractor who violates Texas Government Code Section 2258.023 shall pay to the
City of Lubbock $60 for each worker employed for each calendar day or part of the day that the worker
is paid less than the wage rates stipulated in the contract.
TEXAS GOVERNMENT CODE § 2269
SUBCHAPTER D.
SELECTING CONTRACTOR FOR CONSTRUCTION
SERVICES THROUGH COMPETITIVE SEALED PROPOSALS
Sec. 2269.151. CONTRACTS FOR FACILITIES: COMPETITIVE SEALED PROPOSALS. (a) In
this chapter, "competitive sealed proposals" is a procurement method by which a governmental entity requests
proposals, ranks the offerors, negotiates as prescribed, and then contracts with a general contractor for the
construction, rehabilitation, alteration, or repair of a facility.
(b) In selecting a contractor through competitive sealed proposals, a governmental entity shall follow
the procedures provided by this subchapter.
Sec. 2269.152. USE OF ARCHITECT OR ENGINEER. The governmental entity shall select or
designate an architect or engineer to prepare construction documents for the project. The selected or designated
engineer or architect has full responsibility for complying with Chapter 1001 or 1051, Occupations Code, as
applicable. If the engineer or architect is not a full-time employee of the governmental entity, the governmental
entity shall select the engineer or architect on the basis of demonstrated competence and qualifications as
provided by Section 2254.004, Government Code.
Sec. 2269.153. PREPARATION OF REQUEST. The governmental entity shall prepare a request for
competitive sealed proposals that includes construction documents, selection criteria and the weighted value for
each criterion, estimated budget, project scope, estimated project completion date, and other information that a
contractor may require to respond to the request. The governmental entity shall state in the request for proposals
the selection criteria that will be used in selecting the successful offeror.
Sec. 2269.154. EVALUATION OF OFFERORS. (a) The governmental entity shall receive, publicly
open, and read aloud the names of the offerors and any monetary proposals made by the offerors. (b) Not later
than the 45th day after the date on which the proposals are opened, the governmental entity shall evaluate and
rank each proposal submitted in relation to the published selection criteria.
Sec. 2269.155. SELECTION OF OFFEROR. (a) The governmental entity shall select the offeror that
submits the proposal that offers the best value for the governmental entity based on:
(1) The selection criteria in the request for proposal and the weighted value for those criteria in the
request for proposal; and (2) its ranking evaluation. (b) The governmental entity shall first attempt to negotiate
a contract with the selected offeror. The governmental entity and its architect or engineer may discuss with the
selected offeror options for a scope or time modification and any price change associated with the modification.
(c) If the governmental entity is unable to negotiate a satisfactory contract with the selected offeror, the
governmental entity shall, formally and in writing, end negotiations with that offeror and proceed to the next
offeror in the order of the selection ranking until a contract is reached or all proposals are rejected. In
determining best value for the governmental entity, the governmental entity is not restricted to considering price
alone, but may consider any other factor stated in the selection criteria.
Page Intentionally Left Blank
PROPOSAL SUBMITTAL FORM
Page Intentionally Left Blank
PROPOSAL SUBMITTAL FORM
,j f UNIT PRICE PROPOSAL CONTRACT
DATE: /-
PROJECT NUMBER: RFP 23-17586-TF Southeast Lubbock Water System Expansion — 98th Street
Waterline
Proposal of
called Offer
(hereinafter
To the Honorable Mayor and City Council City of Lubbock, Texas (hereinafter called Owner)
Ladies and Gentlemen:
The Offeror, in compliance with your Request for Proposals for construction of the referenced project, having
carefully examined the plans, specifications, instructions to offerors, notice to offerors and all other related
contract documents and the site of the intended work, and being familiar with all of the conditions
surrounding the construction of the intended project including the availability of materials and labor, hereby
intends to furnish all labor, materials, and supplies; and to construct the project in accordance with the plans,
specifications and contract documents, within the time set forth therein and at the price stated. The price to
cover all expenses incurred in performing the work required under the contract documents.
PROPOSED CONSTRUCTION TIME:
1. Contractors proposed CONSTRICTION TIME for comp) tion:
TOTAL CONSECUTIVE CALENDAR DAYS: to Substantial Completion)
TOTAL CONSECUTIVE CALENDAR DAYS: (to Final Completion)
not to exceed 150 consecutive calendar days to Substantial Completion 1 180 consecutive calendar days
to Final Completion).
Offeror hereby agrees to commence the work on the above project on a date to be specified in a written "Notice
to Proceed" of the Owner and to substantially complete the project within 150 Consecutive Calendar Days
with final completion within 180 Consecutive Calendar Days as stipulated in the specification and other
contract documents. Offeror hereby further agrees to pay to Owner as liquidated damages in the sum of $300
for each consecutive calendar day after substantial completion and liquidated damages in the sum of $500 for
each consecutive calendar day after final completion set forth herein above for completion of this project, all
as more fully set forth in the General Conditions of the Agreement.
Offeror understands and agrees that this proposal submittal shall be completed and submitted in
accordance with instruction number 28 of the General Instructions to Offerors. Offeror understands that the
Owner reserves the right to reject any or all proposals and to waive any formality in the proposing. The
Offeror agrees that this proposal shall be good for a period of six 60 calendar days after the scheduled
closing time for receiving proposals.
The undersigned Offeror hereby declares that he has visited the site of the work and has carefully
examined the plans, specifications and contract documents pertaining to the work covered by this proposal.
and he further agrees to commence work on the date specified in the written notice to proceed, and to
substantially complete the work on which he has proposed; as provided in the contract documents.
City of Lubbock, TX
Public Works
RFP 23-17586-TF
Southeast Lubbock Water System Expansion — 98th Street Waterline
Deerwood Construction, Inc. of Lubbock, TX
QTY Unit Extended
# +/- Ulm Price Cost
General
#1-1 Mobilization - Contractor mobilization including move -in and move -out cost from each site
1 LS 39,175.95 39,175.95
location.
#1-2 Provide and maintain a Traffic Control Plan - Preparation, approval from COL Traffic
1 LS 3,861.39 3,861.39
Engineering to all sites, and all other work considered incidental to this item.
41-3 Provide and maintain a SWPPP - Including preparation, NOI, NOT, and all other work
1 LS 8,316.00 8,316.00
considered incidental to this item.
#14 Trench Safety - Complete and in place.
2556 LF 1.20 3,067.20
Water Improvements
Furnish and install 6" C-900 DR- IS approved water pipe in open cut trench, backfilled to 95%
#2-1 compaction, and tested herein specified, including all fittings, equipment, tools, and labor to
32 LF 52.00 1,664.00
perform work.
Furnish and install 8" C-900 DR- IS approved water pipe in open cut trench, backfilled to 95%
#2-2 compaction, and tested herein specified, including all fittings, equipment, tools, and labor to
25 LF 65.00 1,625.00
perform work.
Furnish and install 10" C-900 DR- IS approved water pipe in open cut trench, backfilled to 95%
#2-3 compaction, and tested herein specified, including all fittings, equipment, tools, and labor to
150 LF 75.00 11,250.00
perform work.
Furnish and install 16" C-900 DR- IS approved water pipe in open cut trench, backfilled to 95%
#24 compaction, and tested herein specified, including all fittings, equipment, tools, and labor to
2349 LF 172.59 405,413.91
perform work.
#2-5 Furnish and install 16" C-900 DR-18 approved water pipe by means other than open cut as
104 LF 286.16 29,760.64
herein specified, including all fittings, equipment, tools, and labor to perform work.
#2-6 Furnish and Install 16" Water Line Encased By 24" Steel Casing Bore, provide all casing
435 LF 546.71 237,818.85
spacers as herein specified, including all equipment, tools, and labor to perform work.
#2 7 Furnish and install 6" gate valve and box as herein specified, including all equipment, tools, and
1 EA 1,980.00 1,980.00
labor to perform work.
#2 8 Furnish and install 8" gate valve and box as herein specified, including all equipment, tools, and
6 EA 2,300.00 13,800.00
labor to perform work.
#2-9 Furnish and install 10" gate valve and box as herein specified, including all equipment, tools,
2 EA 3,200.00 6,400.00
and labor to perform work.
#2-10 Furnish and install 16" gate valve and box as herein specified, including all equipment, tools,
4 EA 10,469.02 41,876.08
and labor to perform work.
#2-11 Tie in to to existing water Line, complete and in place per Specifications.
1 EA 2,000.00 2,000.00
#2-12 Furnish and install Fire Hydrant, as herein specified, including all equipment, tools, and labor to
2 EA 4,310.00 8,620.00
perform work.
#2-13 Furnish and install 16" Air Relief Valve as herein specified, including all equipment, tools, and
1 EA 6,066.11 6,066.11
labor to perform work.
Total
(Items 1-1 through 2-13): $ 822,695.13
If
Enclosed with this proposal is a Cashier's Check or Certified Check Enclosed with
this proposal is a Cashier's Check or Certified Check for
Dollars (SJ or a Proposal Bond in the sum
of Dollars (Sr), which it is agreed shall be
collected and retained by the Owner as liquidated damages in the event the proposal is
accepted by the Owner and the undersigned fails to execute the necessary contract
documents, insurance certificates, and the required bond (if any) with the Owner within
ten (10) business days after the date of receipt of written notification of acceptance of said
proposal; otherwise, said check or bond shall be returned to the undersigned upon
demand.
Offeror understands and agrees that the contract to be executed by Offeror shali be bound
and include all contract documents made available to him for his inspection in accordance with
the Notice to Offerors.
Pursuant to Texas Local Government Code
252.043(g), a competitive sealed proposal that
has been opened may not be changed for the
purpose of correcting an error in the proposal
price. THEREFORE, ANY CORRECTIONS
TO THE PROPOSAL PRICE MUST BE MADE
ON THE PROPOSAL SUBMITTAL FORM
PRIOR TO PROPOSAL OPENING.
(Seal if Offeror is a Corporation)
ATTEST:
e retary
Offeror acknowledges receipt of the following addenda:
Addenda No..... Date IC I.q L
Addenda No. Date
Addenda No. Date
Addenda No. Date
MI%VBE Firm:
Date:9&WU,4L_,q)
a0,20
.d4cpxtrb7w-�
thorized Signature
Jan Patterson
(Printed or Typed Name)
Deerwood Construcion, Inc.
Company
P. O. Box 3009
Address
Lsjbbock
City, County
Texas 79452
State Zip Code
Telephone: 806-741-1446
Fax: 806-741-1448
Email: J'an atterson@deerwoodinc.com
FEDERAL TAX ID or SOCIAL SECURITY
No.
75 2726770
Asian Pacific American
TEXAS GOVERNMENT CODE 2274
By entering into this Agreement, Contractor verifies that: (1) it does not, and will not for the duration of the
contract, have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm
trade association or (2) the verification required by Section 2274.002 of the Texas Government Code does not
apply to the contract.
If Contractor is a company with 10 or more full-time employees and if this Agreement has a value of at least
$100,000 or more, Contractor verifies that, pursuant to Texas Government Code Chapter 2274, it does not have
a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association;
and will not discriminate during the tern of the contract against a firearm entity or firearm trade association.
Contractor represents and warrants that: (1) it does not, and will not for the duration of the contract, boycott
energy companies or (2) the verification required by Section 2274.002 of the Texas Government Code does not
apply to the contract.
If Contractor is a company with 10 or more full-time employees and if this Agreement has a value of at least
$100,000 or more, Contractor verifies that, pursuant to Texas Government Code Chapter 2274, it does not boycott
energy companies; and will not boycott energy companies during the term of the Agreement. This verification is
not required for an agreement where a governmental entity dctcrmines that these requirements are inconsistent
with the governmental entity's constitutional or statutory duties related to the issuance, incurrence, or
management of debt obligations or the deposit, custody, management, borrowing, or investment of funds.
Agreement Example
Review
This sample Agreement has been reviewed and
(X) is acceptable
( ) is acceptable as noted
Contractor Acknowledgement
In compliance with this solicitation, the undersigned, raving examined the solicitation documents,
instructions to offerors, documents associated with the request for proposals, and being familiar with the
conditions to be met has reviewed the above information regarding:
• Insurance Requirements
• Suspension and Debarment Certification
• Texas Government Code Section 2252.152
• Texas Government Code Section 2271.002
• Texas Government Code 2274
An individual authorized to bind the company must sign the following section. Failure to execute this portion
may result in proposal rejection.
By signing below, the terms stated have been reviewed and approved.
Company Name: Deerwood Construction, Inc
Signed By: " lf
Print Name and Title: Ian Patterson, President
Date: �' __ f aZ.� �'3
MERCHANTS
BONDING COMPANY
MERCHANTS BONDING COMPANY (MUTUAL) • MERCHANTS NATIONAL BONDING, INC.
2100 FLEUR DRIVE • DES MOINF-S, IOWA 50321-1158 (800) 678-8171 • (515) 243-3854 FAX
BID BOND
PUBLIC WORK
KNOW ALL PERSONS BY THESE PRESENTS:
Deerwood Construction, Inc.
Bond No.
(hereinafter called the Principal) as Principal, and the Merchants Bonding Company (Mutual) a corporation of
the State of Iowa, with its Home Office in the City of Des Moines, Iowa, (hereinafter called Surety), as Surety, are held
and firmly bound to City of Lubbock, Texas
(hereinafter called the Obligee) in the full and just sum of ( 5 %---------------------------------------------------------------------- )
Five Percent of the Greatest Amount Bid ------------ ------------------ ------------------------------------------------------------------- Dollars
good and lawful money of the United States of America, to the payment of which sum of money well and truly to be
made, the Principal and Surety bind themselves, their heirs executors, administrators, successors and assigns, jointly
and severally, firmly by these presents.
Signed and dated this
4th day of October 2023
THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Obligee shall make any award to the Principal for
RFP 23-17586-TF. City of Lubbock -Southeast Lubbock Water System Expansion 98th Street Waterline
according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and
enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award, and shall give
bond for the faithful performance thereof with the Merchants Bonding Company (Mutual) and Surety, or with
other Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay to the Obligee
the damages which the Obligee may suffer by reason of such failure, not exceeding the penalty of this bond, then this
obligation shall be null and void; otherwise it shall be and rernain in full force and effect.
IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be duly signed and sealed.
Wit ss.. Deerwood Construction, Inc_ _
By-----
Attest,
1`� hanttniCompany {Mutual)
045h, 66-fifi By _
tz D Hancoc ttorn -In-Fact
CON 0333 (21 )
ME CHANTS
11�k
BONDING COMPANY,
POWER OF ATTORNEY
Know All Persons By These Presents that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.,
both be ng corporations of the State of Iowa (herein collectively called the -Companies) do hereby make, constitute and appoint, individually,
Cara D Hancock Carroll Mayfield; DeeDee Br nker, Jennifer Winters; Tara Symes
their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings,
contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity
of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any
actions or proceedings allowed by law.
This Power -of -Attorney is granted and is signed and sealed by facsimile t.nder and by authority of the following By -Laws adopted by the Board
of D rectors of Merchants Bonding Company (Mutual) on Apr 123 2011 and amended August 14, 2015 and adopted by the Board of Directors
of Merchants National Bonding Inc. on Outobe- 16. 2015,
"The President Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority
to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seat of the Company thereto, bonds and
undertakings, recognizances, contracts of ,ndemnity and other writings obligatory'n the nature thereof."
'The s gnature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney
or Certificat on thereof authorizing the execut on and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the
Company, and such signature and seal when so used shall have the same force and effect as though manually fixed."
In connection with obligations ;n favor of the Florida Department of Transportation oniy, it is agreed that the power and aut hority hereby given to the
Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction
contracts required by the State of Flor da Department of Transportation it is fully understood that consenti ng to the State of Florida Department
of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surely company of any of
its obligations under its bond.
In connection with obligations in favor of the Kentucky Department of H ghways only, it is agreed that the power and authority hereby given
to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner -
Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation.
In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 111h day of February 2020
'RPD/p �o : p� �p pA • °y•: MERCHANTS BONDING COMPANY (MUTUAL)
'1.�: O� '��''•'t% . �; VO 9J,."y� • MERCHANT NATIONAL BONDING, INC.
?Z:2 -O-
v� 2003 ;� : y, 1933 : c: By
President
STATE OF IOWA ••••�°''"'"'`••�' • • ° "" • ° •
COUNTY OF DALLAS ss.
On this 11th day of February 2020 before me appeared Larry Taylor, to me personally known, who being by me duly sworn
did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the
seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf
of the Companies by authority of their respective Boards of Directors.
�e'µlA(s POLLY MASON
o Commission Number 750576
My Commission Expires
• , P • January 07, 2023 Notary Public
(Expiration of notary's commission
does not invalidate this instrument)
I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby
certify that the above and foregoing is a true and correct copy of the POWFR-OF-ATTORNEY executed by said Companies, which is still in full
force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 4th day of October 2023
RpOR' .�o ; �O� RPO;q iO9'• iy/ ram/ �%
GO •4pfir;
v ~ 2003 1933 ; 4 ; Secretary
POA0018 (1/20) "too"'•�,, ••••••••
Page Intentionally Left Blank
Contractors Statement of Qualifications
Individual contractors and joint ventures submitting a bid must complete the following evaluation information for the
Project. Joint ventures shall be composed of not more than two firms and each firm must complete separate
evaluations. Evaluation information must be submitted at time of bid submittal. Failure to submit the following
Bidder Evaluation information may result in the OWNER considering the bid non -responsive and result in rejection of
the bid by the OWNER. Bidders are to provide any additional information requested by the OWNER.
In evaluating a firm's qualifications, the following major factors will be considered:
A. FINANCIAL CAPABILITY:
For this project, the CONTRACTOR'S financial capability to undertake the project will be determined by the
CONTRACTOR'S ability to secure bonding satisfactory to the OWNER.
B. EXPERIENCE:
Do the organization and key pers nnel have appropriate technical experience on similar projects?
C. SAFETY: v
Does the organization stress
�and
lsupport safety as an important function of the work process?
FAA
D. QUALITY OF WORK:: v
(1) Does the organization have a commitment to quality in every facet of their work - the process as well
as the product? 0 ""�
(2) Does the organization have a written quality philosophy and.:or principles that exemplifies their
work? If so, submit as Attachment "A".
(3) Has this organization ever received an award or been recognized for doing "quality" work on a
project? If so, give details under Attachment "A". ri.-
E. CONFORMANCE TO CONTRACT DOCUMENTS:
(1) Does the organization have a commitment and phi! _soph to stFrurt'c projects as designed and as
defined in the Contract Documents?
The OWNER reserves the right to waive irregularities in determining the firm's qualifications and reserves the right to
require the submission of additional information.
The qualifications of a firm shall not deprive the OWNER of the right to accept a bid, which in its judgement is the
lowest and best bid, to reject any and all bids, to waive irregularities in the bids, or to reject nonconforming, non-
responsive, or conditional bids. In addition, the OWNER reserves the right to reject any bid where circumstances and
developments have in the opinion of the OWNER changed the qualifications or responsibility of the firm.
Material misstatements on the qualifications forms may be grounds for rejection of the firm's bid on this project. Any
such misstatement, if discovered after award of the contract to such firm, may be grounds for immediate termination of
the contract. Additionally, the firm will be liable to the OWNER for any additional costs or damages to the OWNER
resulting from such misstatements, including costs and attorney's fees for collecting such costs and damages.
Complete the following information for your organization:
Contractor's Proposed hey Personnel
Organization Doing Bus ness As Deerwood Construction, inc.
Provide a brief description of the managerial structure of the organization and illustrate with an organizational cart.
Include the title and names of key personnel. Include this chart at an attachment to this description. See attachment
No. One
Jan Patterson -President, Secretary, Treasurer
Sandy Proffitt -Vice President
Roy Aguilar-Estimator/Superintendent/Safety
Nathaniel Ramirez -Field Superintendent
Tracy Black -Office Manager
Provide a brief description of the managerial structure proposed for this project and illustrate with an organizational
cart. Include the title and names of proposed key personnel and alternates. Include this chart at an a%achment to this
description. See attachment No. TXYQ
Roy Aguilar is the Project Manager. He will be in,Ai field
some, Nathaniel Ramirez will be spending more of his time in
the field making sure the work is being installed properly and
then making sure employees are working safely. Jan will be in
the office and she and Tracy Black will do billing and AR/AP.
Provide information on the key personnel proposed for this project that will provide the following key functions.
Provide information for candidates for each of these positions on the pages for each of these key personnel. Also
provide biographical information for each primary and alternate candidate as an attachment. The biographical
information must include the following as a minimum: technical experience, managerial experience, education and
formal training, work history which describes project experience, including the roles and responsibilities for each
assignment, and primary language. Additional information highlighting experience which makes them the best
candidate for the assigmment should also be included.
Role
Primary Candidate
Roy Aguilar
Alternate Candidate
Nathaniel Ramirez
Project Manager 10 o
Project Superintendent 10 �j,
Roy Aguilar
30 *V-) Nathaniel Ramirez
Project Safety Officer 10 yr
Roy A_guilar
Roy Aguilar
15 S, Nathaniel Ramirez
15 %' Nathaniel Ramirez
Quality Control Manager 10 d1i
If key personnel are to fulfill more than one of the roles listed above, provide a written narrative describing how much
time will be devoted to each function, their qualifications to fulfill each role and the percentage of their time that will
be devoted to each role. If the individual is not to be devoted solely to this project, indicate how time it to be divided
between this project and their other assignments,
Contractor's General Information
Organization Doing Business As Deerwood Construction, Inc.
P. O. Box 3009_ _
Business Address of Principle Office Lubbock, TX 79452
Telephone Numbers 806-741-1446
. ____ _ _ _ .. ..._. .
Main Number 806-741-1446
Fax Number ' 806-741-1448
Web Site Address deerwoodconslruction.tom
Form of Business (Check One) A Corporation A Partnership An Individual
Date of Incorporation
1997
State of Incorporation
Texas
Chief Executive Officer's Name
President's Name
Vice President's Name(s)
Secretary's Name
Ian Patterson
Sandy Proffitt
A
Ian Patterson
Treasurer's Name
Jan Patterson
Date of Organization
State whether partnership is general or
limited
Name
Business Address
;Averagember of Current Full Time ; 24Average Estimate of Revenue for the $3.5M
_ _ Current Year
Contractor's Organizational Experience
Organization f)(5ing BUS' 7ness As
T)eerwo(d'(F)n7�CCucLionTTiic.
— ------ -
- — ------
—F.-O Box 3-00-9-------,----
Business Adurc,.s of Regional Office
------- - -- - --------- ---------- . ........... ..
Lubbock, TX 79452
-name of Regional Office Manager
Telephone Numbers
k1din Number
-- — ----------- ------ ---
806-741-1446
Fax N imber
806-741-1448
Web Site Address
deerwoodconstruction, inc.
Listof
the names ofnames that this organization currently, has or anticipates operating under over the history of the organization,
'related companies presentlr doing business:
Names of Organization From Date To Date
Mark Patterson DBA Deerwood Construction 1986 1997
--URrwood Consfrdifff6n, Inc. 1,998 Present
List of companies, firms or organizations that own any part of the organization.
Name of companies, firms or organization
Percent Ownership
. . . ............ . ......... . . .
Years experience in projects similar to the proposed project:
J"Is similar -e ye
A a General Contractor 37 Years As a Joint Venture Partner
S' S
7arded
st predecessor
Has this or a prredecessor organization ever defaulted on a project or failed to complete any work
w w to it? No
�a
Ifyes provide full details in a separate attachment. See attachment No.
Has this or a predecessor organization been released from a bid or proposal in the past ten years?
NO
If yes provide full details in a separate attachment. See attachment No.
—ilas this or a predecessor organization ever been disqualification as a bidder or proposer by any
local, state, or federal agency within the last five years?
No
If yes provide full details in a separate attachment. See attachment No.
Is this organization or your proposed surety currently in any litigation or contemplating
litigation?
Nea
If yes provide full details in a separate attachment. See attachment No.
Has this or a predecessor organization ever refused to construct or refused to provide materials
defined in the contract documents?
No
LIf yes provide full details in a separate attachment. See attachment No.
Proposed Project Managers
Organization Doing Business As
Deerwood Construction, Inc.
Name of Individual
Years of Lxperience as Project Manager
Roy Aguilar
20
Years of Experience with this organization
Number of similar projects as Project Manager
Number of similar pro.iects in other positions
Current Project Assignments
Name of Assignment
3
Numerous
Numerous
Percent of Time Used for Estimated Project
this Protect Completion Date
--TTU-Holden Hall -U- -0 Lo- -Compieted,91-23123 --
Western Builders 5o/o 98 o/o Completed
LP-&L-Downtown 25o/o 6 months from 9 23/23
Reference Contact-] nformation (listing names indicates ap roval to contacting he names individuals as a reference)
Name Laren Criag Name DavidSmall- - —
— 1- — ---project Manager
Title/ Position LrDjedManager Title/ Position
Organization
Telephone
E-mail
BrownMcKeeOrganization
80 - 7 ' 89-3520
I a re n c c0z) ro —wn -m- c k e e. c o m
LP&L Downtown Conversion
anization
Texas Tech University
Telephone
806-834-5742
E-mail david.small@ttu.edu
I Project Holden Hall
Candidates role Project Manager
on Project
Project
Candidate role on
Pri"Jov
Project Manager
Name of Individual
Years of Experience as Project Manager
Years of Experience with this organization
Nathaniel Ramirez
4
4
Number of similar projects as Project Manager
Number of similar projects in other positions
Numerous ...... ... . . . . . .................
Numerous
Current Project Assignments
Name of Assignment
Percent of Time Used for
this Project
Estimated Project
Completion Date
DD&B-Home 2 Hotel
15o/o
8/23/2023
David Small-TTU Holden Hall
15o/o
9/23/2023
6 Months from 9, 23 M 23
LP&L- Brown -McKee
20 o/o
Name
Greg Calderone
Name
Ben Phel s
_
Title/ Position
I
Oreani�zation
�7
Superintendent
DD&B Construction
Title/ Position
Inspector
it of Lubbock
Telephone
E-mail
-23 -A201
Sall -6-
greg@ddandbconstruction.com
Telephone
phone
E-mail
-548-4155
b helps@mylubbock.com
- — --------
Project
Home 2 Hotel Pro'ect
Field Supervisor Candidate role on
Project
Lakeview
2ndidate role on
_Project
field supervisor
Proposed Project Superintendent
Organization Doin- Business As
1?eerwood Construction, Inc.
Name of Individual Roy Aguilar .........
_
Years Hof E.xperien.x as Project Superintendent 20
Years of Experience with this organisation 3
of similar projects as Superintendent Numerous
Number of similar projects in other positions Numerous
Current Project Assignments
Name of Assignment Percent of Time Used for Estimated Project
this Project Completion Date
TTU-Holden Hall
50 0/0
Completed 9/23/2023
Western Builders
98 o/o Completed
5 o/o
Brown- McKee -_D_owntown Light Conversion
25 0/0
Reference Contact
Information I listing names indicates a royal to cantactin the
names individuals as a reference)
Name
Laren Craig,Name
David Small
Prnig-rrt Manager
Title/ Position
Project Mana er
Tit[e Position
Or anization
rows . c ee
806-789-3520
Organization
Telephone
was Teat Uni,�r'rsrl3r
6�34 -5742
Telephone
E-mail
larenc@brownmckee.com
E-mail
�"ttli �dli --
Project
I.M.-Downtown Light Conversion I
Project
Candidate role on
Project ManagerCandidate
roleon
Holden a ll
Pro'ect
Project
Project Manager
Name of Individual Nathaniel Ramirez
Years of Experience as Pro'ect Superintendent 4
Years of Experience with this organization 4
Number of similar projects as Superintendent Numerous
Number of similar projects in other positions Numerous
Current Project Assignments
Name of Assignment Percent of Time Used for
Estimated Project
this Project
Completion Date
DD&B Construction -Home 2 Hotel
15 o/o
Completed 8/23/2023
TTU-Holden TFafl
15 o/o
Completed 8/23/2023
ron=McKe'e own Ugh
6 Months From 9r?3 '1 3
20 o/o
Name
(3rcg Calderone
Superintendent
Name
B • Pl3elps
Title/ Position
Title/ Position
Insvector
Organization
City of Lubbock
Organization
DD&B Construction
Tele hone
5p4-236-_ o4
Telephone
806-548-4155
E-mail
prepaAdandbconstruction.com
E-mail
hplielps(almylubbock.us
Project
i Horne 2 Hotel
Project
Lakeview
Candidate role on Field Supervisor
Candidate role on Field Supervisor
Project 1 _ _.
Project
Proposed Project .Safety Officer
.....—.....—.......—................................____..... ...... —... .. �T�aPr�•rnn���iin ctrnrtinn fnr
lJra1117.aL1011 ijomg DSL UnC55 KS
Name of Individual
Roy Aguilar
Years of Experience as Project Safety Officer
20
Years of Experience with thk organization
3
_
_
Number of similar projects as Safety Officcr
um r u
.Numerotis
,lumber of similar projects in other positions
Current Project Assignments^
J
Percent of 'time Used for Estimated Project
Name of Assignment
this Project Cbnt Iction Date
TTU-Holden Hall 50 0/o Completed 9/23/2023
Western Builders 5 0/0 98 o!u Completed
rown McKee
25 olo
6 M011LITS1 912312023
Reference Contact Information (listing names indicates approval to contactin the
—
names individuals as a reference)
Name aren Craig !dame
David Small
Project Manager
Title/ Positron Project Manager Title' Position
Or ganization Brown -McKee Organization
Texas Tech University
Telephone 806-M-352-Q Telephone
806-834-5742
david.small@ttu.edu
E-mail darenc�+?hrawiuntkce.com _ E-mail
Holden,
Project Project
Candidate role on Project Manager
Candidate role on
project Manager
Pro'ect
Project
Name of Individual
Nathaniel Ramirez
Years of Experience as Project Safety Officer
4
Years of Experience with this organization
4——
Number of similar projects as Safety Officer
Numerous
Numerous
Number of similar projects in other positions
Current Project Assignments
Name of Assignment
Percent of Time Used for
Estimated Project
this Project
Completion Date
DD&B Construction -Home 2
15 o/o
Completed 8/23/2023
David Small-TTU Holden Hall
15 o/o
Completed 9/23/2023
Brown -McKee -Downtown Light
20 o/o
6 Months from 9/23/2023
Name
Gre Calderone
Name
Ben Phelps
Title/ Position
Superintendent
Title/ Position
Inspector
City of Lubbock
Organization
DD&B Construction
Organization
Telephone
-1
Tele hone
E-mail
E-mail
bphelpsa,
Project
Project
Lakevew
Candidate role on
Field Supervisor
Candidate role on
Field Supervisor
Pro"cct
Pro•cct
Proposed Project Quality Control Manager
Organization Doing Business As
Deerwood Construction, inc.
Name of Individual
Years of Experience as Quality Control Manager
Years of Experience with this organization
Number of similar projects as Quality Manager
Numberofsimilar projects in other positions
Roy Aguilar
20
3
Numerous
Numerous
Current Project Assignments a
Name of Assignment Percent of Time Used for Estimated Project
this Project Comp.etion Date_
TTU-Holden Hall 50 0/0 ompleted9 23/2023
Western Builders To70 98 olo Completed —
gown _-GFcKee 1J6wntownZigTit Conversion 50±0
Reference Contact Information (listing names indicates a roval to contactingthe
Name Laren Craig ;Name
its from 91231 02
names individuals as a reference)
David Small
Project Manager
Title! Position
_ _ --
Orgnization
I'ru&, Mana cr
Brown -McKee
1'itic. Position
_
Organization
Telephone
E-mail
Texas Tech University
806 834-5742
david.small��ttu.edu
Holden Hall
Tele hone
806-789 3520
larencCaftownmckee.com
LP&L-Downtown Light C unversion
E-mail
Pro ect
project
Candidate role on
Project
Project Manager
I
Candidate role on
Project
Project Manager
Name of Individual
Nathaniel Ramirez
Years of Experience
p as Quality Control Manager
4
Years of Experience with this organization
Number of similar projects as Quality Manager
Numerous
Number of similar projects in other positions
umert3us
Current Project Assignments
Name of Assignment
Percent of Time Used for
this Project
Estimated Project
Completion Date
DD&B Construction-[lome 2 Motel
15 olo
Completed 8/23/2023
TTU-Ho en Ha
15 olo
Completed 9/23/2023
Brown -McKee own own . gtiZ
20 olo
on— s ram 9/23/2023
Name
Greg Calderone
Name
Ben Phelps
Title/ Position
Or anization
Superintendent
DD& B Construction
-Titic/ Position
m.
Inspector
City of Lubbock
Organization
Tele hone
504-236-42 4
Telc hone
E-mail
gregi n.com
E-mail
Project
Horne 2 lintel
Project
T akejrleM,
Candidate role on
Project
Field Supervisor
Candidate role on
Project
Field Supervisor
Contractor's Project Experience and Resources
Organization Doing Business As Deerwood Construction Inc.
Provide a list of major projects that are currently underway, or have been completed within the last ten years on
Attachment A_
Provide a description of your organizations approach to completing this project to provide best value for the Owner_
Including a description of your approach in the following areas:
. Contract administration
?. Management of subcontractor and suppliers
3. Time management
4. Cost control
5. Quality management
6. Project site safety
7. Managing changes to the project
8. Managing equipment
9. ;leelimo HUB / i41WBB Participation Goal
Provide a list of major ec ui ment proposed for use on thisproiect. Attach Additional Information if necessary
Equipment Item Primary Use on Project Own
uLease
Buy
Excavators I Di
Dump Trucks
Haul
Pick Ups
Tools
Tools
As Needed
X
Loader
Move Gravel
X
Backhoes
Dig
X
What work will the or-,anizanon complete using its own resources?
All
What work does the organization pro2cse to subcontract on this project?
None
Contractor's Subcontractors and Vendors
Organization Doing Business As
Provide a list of subcontractors that will provide more than 10�reent of the work (ha%ed on contract amounts
� Est. Percent HUB/NIWBE'
Name Work to be Provided
......... ....... __- /V �c I ofContract Firm
...... ...........
i
Provide information on the proposed key personnel, project experience and a description of past relationship and work
ex erience for each subcontractor listed above using 6the Project Information Forms.
Provide a list of major equipment ro sed for use on this 2Loject. Attach Additional Information if necessary
Vendor Name
Equipment / Material Provided
Furnish
Only
Furnish
and
Install
HUB/M
WBE
Firm
10
DEERWOOD CONSTRUCTION, INC.
ORGANIZATIONAL CHART
President Vice -President
Jan Patterson I I Sandy Proffitt
Project Managers
Office Manager
Safety Officers
Tracy Black
QualitV Control Mgrs.
Office Assistant
Roy Aguilar
Juliana Taylor
Foreman
Randy Coffey
Adam Gonzalez
Field Manager
Colbev Hickox
Nathaniel Ramirez
Operators
Juan Acosta
Cesario Reyes
Dylan Stephenson
Joe Tansey
Donovan Thornton
Crew
Steven Diaz
Manuel Huron
Torian High
Armando Martinez
Adam Ramirez
Nathaniel Ramirez
Elijah Ramos
Dylan Reese
Dylan Stephenson
Sebastian Ursa
Ikaika Waiolama
Deerwood Construction, Inc
Quality Assurance Program
Deerwood Construction. Inc. is dedicated to produce quality construction projects
for clients by ensuring that the customer's expectations are met by using positi,e
communication and production methods; and, by conforming to specific job
specifications, drawings, standards and safety.
Quality planning is a crucial step in achieving the expected results of the
customer. Deerwood Construction, Inc shall thoroughly review and comply with all
specifications and drawings for each job. Project planning is coordinated with customer
representatives, architects and.'or engineers and Deerwood management personnel.
Project construction is coordinated by utilizing chain of command procedures for
communication and information within the organization. Daily job tasks are given from
the Superintendent/Project Manager or Field Supervisor and then to field personnel.
Information during the day is also sent and received via cellular telephone with the main
office staff.
Quality of work is inspected on an ongoing basis. Qualified field personnel are
trained to perform work as required by specifications. drawings. manufacturer standards.
and ASTM guidelines. Daily inspections are made by management personnel, and final
testing is performed as required before final job acceptance.
Deerwood Construction, Inc. feels that keeping the customer informed as to
construction progress, status, and performance is important to complete projects on time
and within budget; and, to meet the needs and expectations of the customer.
f Y A',)) i-1 /F
BIDDER'S QUALIFICATION STATEMENT
DEERWOOD CONSTRUCTION, INC.
The founder of Deerwood Construction, Inc. was Mark Patterson. He had installed Water and Sewer
systems for Lubbock and the surrounding area for over 40 years. In 1986 he formed Mark Patterson,
DBA Deerwood Construction. The company became Deerwood Construction, Inc. on 01/01/1998.
Unfortunately, Mark passed away on 05/23/2023. Although Mark is gone, Deerwood Construction, Inc.
remains a major utility company in the Lubbock area and has capable people on staff to carry on Mark's
legacy.
Jan Patterson, President, is the majority stockholder in Deerwood Construction, Inc. She has taken on
more of a leadership role with Mark's passing. Jan continues to oversee the financial duties of the
company as well as the administrative aspects of the company. She has been active with Deerwood
since 1993.
Roy Aguilar is our Project Manager/Estimator and has been with Deerwood Construction for over 3
years. Roy was a foreman before moving into the office in his new position around 05/2022. He has
been active in the utility business for over 20 years.
Nathaniel Ramirez has worked for Deerwood for over 4 years. He started as a laborer and moved up to a
foreman. He is now the Field Superintendent and is vital to oversee that our field work is quality work
and that employees are being safe in their work.
Deerwood Construction has been banking the Plains Capital Bank since approximately 1990. The
company has had numerous loans secured with equipment purchases. Since 1993, we have only
borrowed working capital one time. Our banker is Matthew Wade at 806.201.1095 and you may contact
him for a credit reference.
� � h'i b' �- 14
DEERWOOD CONSTRUCTION, INC.
ORGANIZATIONAL CHART
President j
l Jan Patterson I
Project Managers
Safety Officers
Quality Control Mars.
Rov Aiuilar
Foreman
Randy Coffey
Adam Gonzalez
Colbey Hickox
Operators
Juan Acosta
Cesario Reyes
Dylan Stephenson
Joe Tansey
Donovan Thornton
Crew
Steven Diaz
Manuel Huron
Torian High
Armando Martinez
Adam Ramirez
Nathaniel Ramirez
Elijah Ramos
Dylan Reese
Dylan Stephenson
Sebastian Ursa
Ikaika Waiolama
Vice -President
Sandy Proffitt
Office Manager
Tracy Black
Office Assistant
Juliana Taylor
Field Manaaer
Nathaniel Ramirez
2013
Agency/Owner
Southern Cotton Oil
Contract #
Name & Location of Project
Southern Cotton Oil, 2300 E. 50th St, Lubbock, TX 79404
Surety Company
Not Required
Sub or Prime Contractor
Archer Daniel Midland
Goods/Services Provided
Bore and Install Pipe
Start & Completion Dates
12/18/2013 to 12/30/13
Contract Amount
$22,095.85
Change Orders
$3,322.91
Contact Name/Telephone #
Matt Gittings 806-723-5129
Names of Supervisor on Job Site
Mike Norris
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Agency/Owner
Texas Department of Crimal Justice
Contract #
Name & Location of Project
Montford Unit Olive Ave FM 3431 & Slaton HWY 84, Lubbock, TX
Surety Company
Sub or Prime Contractor
Bright Star Electric
Goods/Services Provided
Electrical
Start & Completion Dates
12/12/12 to 2/5/13
Contract Amount
$28,000.00
Change Orders
N/A
Contact Name/Telephone #
Martin 806-281-3603
Names of Supervisor on Job Site
Brady Armes
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Agency/Owner
City of Abernathy
Contract #
Name & Location of Project
Parkview Addition 12th and Ave N Abernathy, Texas
Surety Company
Merchants Bonding Company (Mutual)
Sub or Prime Contractor
Carthel Engineering
Goods/Services Provided
Sewer
Start & Completion Dates
7/16/2013 TO 09/19/2013
Contract Amount
$96,913.00
Change Orders
N/A
Contact Name/Telephone #
Ches Carthel 806-787-3449
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Agency/Owner
City of Post: Water System Replacement
Contract #
Name & Location of Project
City of Post Sandy Creek Crossing, Post, TX 79356
Surety Company
Merchants Bonding Company (Mutual)
Sub or Prime Contractor
Deerwood Construction, Inc.
Goods/Services Provided
Water System Replaced
Start & Completion Dates
1-26-13 to 3/1/13
Contract Amount
$79,883.50
Change Orders
$310.00
Contact Name/Telephone #
Oscar 806-353-7233
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Page 1 of 7
2013
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/safety/Quality
Type of Equipment Used
Helker & Crawford Constructors, LP'CVS 904783
CVS Pharmacy #04783 608 N. Slide Rd, Lubbock, Texas 79416
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on lob Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Deerwood Construction, Inc.
Hauling, Sewer, and Water
7/24/2013 TO 10/18/2013
$173,000.00
$12,662.00
Scott Berger 214-222-0063
Von Kimbrell
Bryant Sebastian
Texas Tech University
TTU Jones Stadium Lubbock, Texas
J T Vaughn Construction
Electrical, Sewer, and Water
4/23/13 to 12-0/13
$419, 392.00
$ 36, 986.00
Jarad Schmidt 806-368-3497 x4232
Von Kimbrell
Bryant Sebastian
Texas Department of Public Safety
DPS Facility 1404 Lubbock Business Park Blvd, Lubbock, TX 79403
Lee Lewis Construct',on Co., Inc
Sewer, and Water
2-15-12 to 5-14-13
$172,352.00
$118,189.00
Chad Henthorn 806-747-3986
Mike Taylor
Bryant Sebastian
Lee Lewis ConstrULLion co., Inc.:Lowery Feld Improvements
LLCI Lowery Field Improvements 68th St and Ave P, Lubbock, Texas
Lee Lewis Construction co., Inc. -Lowery Field Improvements
Gas, Sewer, and Water
4-30-12 to 10 16-13
$476,826.00
$ 28, 468.00
Jacob Kirkland 806-797-8400
Mike Taylor
Bryant Sebastian
Page 2 of 7
2013
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lee Lewis Construction, Inc. - Plains ISD
Plains High School, Plains TX
Lee Lewis Construction, Inc.
Install sewer and water
we 6/24/11 to 7/10/13
$106, 500.00
$20,316.00
Chad Henthorn 806-797-8400
Mark Patterson-50% time devoted
Mark Patterson
Backhoes, excavator, dump truck
Lee Lewis Construcion Co., Inc.:Shallowater ISD Football Field
Shallowater ISD 1100 Avenue K, Shallowater, TX 79363
Deerwood Construction, Inc.
Electrical, Sewer, and Water
05/22/13 to 08/08/13
$54,865.00
$3,200.00
Gary Missersmith Fax# 806-797-8492
Von Kimbrell and Albert Moreno
Bryant Sebastian
Lubbock Commercial Building, Inc.:The Grove
Lubbock Commercial Building, Inc.:The Grove, Memphis 107th and 110th St
Deerwood Construction, Inc.
Sewer, and Water
2/27/13 to 8-23-13
$29,228.00
N/A
Lee Lewis Construction 806 797 8400
Von Kimbrell
Bryant Sebastian
Lubbock Power & Light:COSTCO
LP&L COSTCO 6020 34th & Loop 289, Lubbock, TX
Not Required
Deerwood Construction, Inc.
Electrical
09/04/2013 to 10/01/2013
$31,295-00
N/A
Guy Yarborough 806-790-7243
Shane Hickman
Bryant Sebastian
Page 3 of 7
2013
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Ayem,y/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lubbock Power & Light:NL 289 Trench/Bore
LP&L Trench/Bore NL 289, Lubbock, TX
Merchants Bonding Company (Mutual)
Deerwood Construction, Inc.
Electrical
12-18-12 to 2-22-13
$95,894.75
N/A
Lee Roy Martinez 806-775-2695
Albert Moreno
Bryant Sebastian
Lubbock Power & Light: Portofino Apts
LP&L Portofino Apts 6610 34th St. Lubbock, Texas
Deerwood Construction, Inc.
Electrical
11/18/2013 to 12/11/2013
$34,970.00
N/A
Guy Yarborough 806-790-7243
Von Kimbrell
Bryant Sebastian
Lubbock Power & Light:Ravenwood
LP&L Reserve at Ravenwood, 4200 105th St, Lubbock, TX
Merchants Bonding Company (Mutual)
Deerwood Construction, Inc.
Electrical
05/02/13 to 07/12/2013
$77,505.00
N/A
Guy Yarborough 806-790-7243
Shane Hickman
Bryant Sebastian
Park 7 Group:The Avenue of LBK Apts
Park 7 Group:The Avenue of LBK Apts, 1212 North Quaker Ave, Lubbock
Deerwood Construction, Inc.
Electrical, Telecommunications
1-14-13 to 7-9-13
$75,000.00
$25,828.30
Steve Hunt 806-368-7955
Von Kimbrell and Albert Moreno
Bryant Sebastian
Page 4 of 7
2013
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
!Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lubbock ISD
LHS Cafeteria Addition
N/A
Pharr & Company
Install underground utilities
6/28/12 to 9/5/13
$234,614.00
$14, 622.00
Gary Stringer
Bryant Sebastian 10% time devoted/Albert Moreno-80% time devoted
Bryant Sebastian
Backhoe, mini excavator
Tao Development: Wildcat Estates, Idalou, TX
Tao Development: Wildcat Estates Lots 1-16, Idalou, TX
Deerwood Construction, Inc.
Sewer, and Water
08/21/13 to 10/01/13
$149,963.57
N/A
Zach Sawyer 806-786-4947
Von Kimbrell
Bryant Sebastian
Western Builders of Amarillo, Inc.:Abernathy ISD Hementary, Phase 3
WBA,Inc. Abernathy ISD Elementary, 505 7th St, Abernathy, TX 79311
Deerwood Construction, Inc.
Sewer, and Water
03/18/13to 08/21/13
$121,552.00
$13,923.50
Jared Davis 806-376-4321
Von Kimbrell and Mike Taylor
Bryant Sebastian
Lee Lewis Construction Co., Inc.:Jayne Ann Miller Elementary
LISD Jayne Ann Miller Elementary School 6705 Joliet Drive, Lubbock, Texas
Deerwood Construction, Inc.
Water
10/22/2013 to 5/19/15
$87,697.00
$23,627.00
Amy Bollinger 806-797-8400
Von Kimbrell
Bryant Sebastian
Page 5 of 7
2013
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lee Lewis Construction Co., Inc.: Servco
SERVCO Company 2700 East 66th St, Lubbock, TX 79404
Deerwood Construction, Inc.
Sewer, and Water
10/7/2013 to 7/11/14
$190,980.00
$17, 578.00
Dav!d Reyes 806-831-8678
Albert Moreno
Bryant Sebastian
Lee Lewis Construcion Co., Inc. -West End Municipal Utilities
Cabela's West End Municipal Utilities 34th & W Loop 289, Lubbock, TX 79423
Deerwood Construction, Inc.
Sewer, and Water
10/23/13 to 4/14/14
$232,262.00
N/A
Josh Weems 806-797-8400 and John Chappell 806-548-0156
Mike Taylor
Bryant Sebastian
Lee Lewis Construcion Co., Inc.:West End Site Package
Cabela's West End Site Package 34th & W Loop 289, Lubbock, TX 79423
Deerwood Construction, Inc.
Hauling, Sewer, and Water
10/07/13 to 3/20/14
$160,120.00
$31,072.00
Josh Weems 806-797-6400 and John Chappell 806-548-0156
Mike Taylor and Mike Norris
Bryant Sebastian
Plidrr & Company: Lamesa High School Cafeteria
Lamesa HS Cafeteria 600 North 14th St, Lamesa, TX 79331
Deerwood Construction, Inc.
Sewer, and Water
07/25/13 to 3/19/14
$112,868.00
$1,260.00
Gary Stringer 806-763-5263
Shane Hickman
Bryant Sebastian
Page 6 of 7
2013
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Tigris, LLC:Elm Park - Contract
Tigris, LLC Elm Park Addition, Lubbock, TX 79415
Deerwood Construction, Inc.
Sewer, and Water
W/E 03/20/13 to 1/13/14
$504,379.83
$21,305.99
Mitch Elliott 806-687-8888
Von Kimbrell and Mike Taylor
Bryant Sebastian
Tigrs, t.LC: Portof no Apts
Portofino Apts 6610 34th St Lubbock 79407
N/A
Deerwood Construction, Inc.
Electrical, Sewer, and Water
8/30/2013 to 4/20/15
$181,066.57
N/A
Mike Elliot 806-789-7773
Von Kimbrell and Albert Moreno
Bryant Sebastian
Texas Tech University
TTU Petroleum Engineering Building
J T Vaughn
Site Utilities
1/2/13 - 3/20/14
$492,827.00
$46,463.00
Von Kimbrell, Mike Taylor, Shane Hickman
Bryant Sebastian
Backhoe
LubbULk Independent School District
Lowrey Field
Lee Lewis Construction, Inc.
Site Utilities
1/2/13 to 10/16/13
$476,826.00
$29, 502.76
Mike Taylor, Von Kimbrell
Bryant Sebastian
Backhoe
Page 7 of 7
r OCH
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
AgeliLy/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Playa Vista
Playa Vista, 82nd Street and Oakridge, Lubbock
Abe Friesen Construction
Underground Utilities Water and Sewer
4/11/14 to 1/19/15
$44,484.00
$7, 59 7.24
Abe Friesen (806)771-0572
Shane Hickman & Von Kimbrell
Bryant Sebastian
Backhoe
19th & Peoria Ave
19th & Peoria Ave, Lubbock TX 79423
Not Required
Collier Engineering
Storm Sewer Relocation
3/28/14 to 5/19/14
$ 68, 286.00
$6, 368.00
Scott Collier 806-741-1982
Von Kimbrell
Bryant Sebastian
Backhoe
Inland Truck Parts
Inland Truck Parts, 109 E. Slaton Rd, Lubbock, TX 79404
Collier Engineering
Underground Utilities
4/ 14/ 14 to 9/ 10/ 14
$180,191.00
Hans Hanson 806-741-1982
Shane Hickman
Bryant Sebastian
Backhoe
City of Levelland
Oxy Sports Complex
Not Required
Lee Lewis Construction, Inc.
Sewer, and Water
1/7/2014 - 12/17/14
$276,773.00
$4,437.00
Devin Sherman, 806-797-8400
Mike Taylor and Albert Moreno
Bryant Sebastian
Backhoe
Page 1 of 9
2014
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Levelland Independent School District
Lobo Stadium, 1402 E. Ellis Street, Levelland, TX 79336
Arthur J. Gallagher Risk Management Service, Inc.
McCutchin Construction
Sewer, and Water
1/29/14 to 4/28/15
$316,414.00
N/A
Zake McCutchin 806-894-2861
Von Kimbrell and Mike Norris
Bryant Sebastian
Backhoe
City of Lamesa
Project #01-2507-13
City of Lamesa, Water and Sewer Improvements
Bond No. TXC 605467 - Arthur J. Gallagher Risk Management Services, Inc.
Parkhill, Smith & Cooper
Sewer and Water
5/22/14 to 8/4/14
$296,838,50
$18,000.00
Leonard Nail - 806-241-7126 (cell), 806-473-3536 (office)
Shane Hickman
Bryant Sebastian
Backhoe
University Medical Center
UMC East Parking Lot Expansion
Advanced Pavement
Site Utilities
9/9/14 to 5/20/15
$176,728.00
Jessie Garrett, 806-371-7283
Jayson Norby
Bryant Sebastian
Backhoe
Atmos Energy
Project #21000883
Atmos Energy Service Center, 6606 - 66th Street, Lubbock, TX
Bid Bond not required - Maintenance Bond #TXC605471
Structure Tone Southwest
Municipal Water and Sanitary Sewer
7/8/14 to 11/19/14
$70,830.00
Steve Lawrence 214-520-3533 - office, Vernon Turner 214-878-4549 - cell
Albert Moreno and Mike Norris
Bryant Sebastian
Backhoe
Page 2 of 9
2014
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lubbock Christian University
LCU Margaret Talkington Nurse Center
N/A
Lee Lewis Construction, Inc.
Water and Sewer
1/7/ 14 to 2/ 10/ 15
$241,900.00
$15,161.00
David Coggins, 806-797-8400
Von Kimbrell and Albert Moreno
Bryant Sebastian
Backhoe
Covenant Hospital
14017-02600
Community Health Center of Lubbock
n/a
Teinert Commercial Building Services
Site Utilities
8/22/14 to 3/10/16
$95,660.00
$7,216.00
Jacob Kirkland, jacob@teinert.com, 806-744-2801
Von Kimbrell, Mike Norris
Bryant Sebastian
Backhoe
South Plains Food Bank
South Plains Food Bank
Pharr & Co.
Site Utilities
7/24/14 to 5/27/15
$192,157.00
Jimmy, 806-763-5263
Von Kimbrell, Albert Moreno
Bryant Sebastian
Backhoe
City of Lubbock
11849
16" Water Line Replacement, City of Lubbock
Deerwood Construction, Inc.
Water
9/11/14 to 6/3/15
$1,203,304.20
Greg Baier
Shane Hickman, Von Kimbrell, Jayson Norby
Bryant Sebastian
Backhoe
Page 3 of 9
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
2014
Texas Tech University
TTU Park & Ride
CC Electric
Electric
7/25/14 - 8/19/14
$42, 204.00
Pete Kuhn, 806-745-1345
Mike Norris and Shane Hickman
Bryant Sebastian
Backhoe
University Medical Center
UMC Southwest Cancer Center
Collier Engineering
Electric, Water and Sewer
8/7/14 to 7/24/15
$95,446.00
$37,364.00
Scott Collier 806-741-1982
Von Kimbrell, Albert Moreno
Bryant Sebastian
Backhoe
Texas Tech University
TTU Synthetic Turf Intramural Recreational Fields
J T Vaughn Construction, Inc.
Water, Sewer
10/2/14 to 6/3/15
102,940.00
-6800.00
James Mitchell, 806-368-3497
Jayson Norby
Bryant Sebastian
Backhoe
Texas Tech University
TTU HSC East Parking Lot Expansion
1 T Vaughn Construction, Inc.
Sewer, Water
10/16/14 to 10/20/15
$69, 526.00
$7,206.00
James Mitchell, 806 368-3497
Jayson Norby
Bryant Sebastian
Backhoe
Page 4of9
2014
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lakeridge Country Club
Lakeridge Golf Course
Landscapes Unlimited
Bore
10/3/14 to 11/3/14
$41,117.78
Chris White, 402-423-6653
Mike Norris
Bryant Sebastian
Boring Machine
Lamesa independent School District
Pre-K Addition, Lamesa ISD
Pharr & Co
Sewer, Water
12/2/14 to 6/23/15
$90,480.00
Gary Stringer, 806-763-5263
Ruben Ponce
Bryant Sebastian
Backhoe
Alderson Cadillac
Alderson Cadillac
Temple Electric
Electric
9/15/14 to 10/3/14
$ 53, 264.41
Zay Becknal, 806-548-2773
Mike Norris
Bryant Sebastian
Backhoe
Texas Department of Transportation
1065-0008-65
US 62/82 & Milwaukee Avenue
Haydon Building Corp
Bore
6/16/14 - 6/25/14
$50,000.00
$2,700.00
John Theiler, 505-220-0115
Von Kimbrell
Bryant Sebastian
Boring Machine, Backhoe
Page 5 of 9
2014
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lubbock Independent School Distract
LISD Jayne Ann Miller Elementary School 6705 Joliet Drive, Lubbock, Texas 79413
Lee Lewis Construction, Inc.
Water
10/22/2013 to 5/19/15
$87,697.00
$27,865.00
Amy Bollinger 806-797-8400
Von Kimbrell
Bryant Sebastian
Servco
SERVCO Company 2700 East 66th St, Lubbock, TX 79404
Lee Lewis Construction Co., Inc.:Servco
Sewer, and Water
10/7/2013 to 7/ 11/ 14
$190,980.00
$17, 578.00
David Reyes 806-831-8678
Albert Moreno
Bryant Sebastian
West End
Cabela's West End Municipal Utilities 34th & W Loop 289, Lubbock, TX 79423
Lee Lewis Construction Co., Inc.
Sewer, and Water
10/23/13 to 4/14/14
$232,262.00
N/A
Josh Weems 806-797-8400 and John Chappell 806-548-0156
Mike Taylor
Bryant Sebastian
West End
Cabela's West End Site Package 34th & W Loop 289, Lubbock, TX 79423
Lee Lewis Construcion Co., Inc.
Hauling, Sewer, and Water
10/07/13 to 3/20/14
$160,120.00
N/A
Josh Weems 806-797-8400 and John Chappell 806-548-0156
Mike Taylor and Mike Norris
Bryant Sebastian
Page 6 of 9
2014
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lamesa Independent School District
Lamesa HS Cafeteria 600 North 14th St, Lamesa, TX 79331
Pharr & Co
Sewer, and Water
07/25/13 to 3/19/14
$112,868.00
$1,260.00
Gary Stringer 806-763-5263
Shane Hickman
Bryant Sebastian
Elm Park
Tigris, LLC Elm Park Addition, Lubbock, TX 79415
Tigris, LLC
Sewer, and Water
W/E 03/20/13 to 1/13/14
$504,379.83
$21,305.99
Mitch Elliott 806-687-8888
Von Kimbrell and Mike Taylor
Bryant Sebastian
City of Lubbock
Cooper Meadow
n/a
Lubbock Power & Light
Underground Electric for new subdivision
12/4/14 to 1/21/15
$ 38, 49 3.14
Cody Kruger
Bryant Sebastian
Albert Moreno, Mike Norris
Backhoe, Vactron
City of Lubbock
Fox Ridge
n/a
Lubbock Power & Light
Underground Electric for new subdivision
10/29/14 - 12/3/14
$56,702.18
Cody Kruger
Bryant Sebastian
Albert Moreno
Backhoe, Vactron
Page 7 of 9
2014
Agency/Owner
Archer Daniel Midlands
Contract #
Name & Location of Project
ADM - Southern Cotton Oil
Surety Company
Sub or Prime Contractor
Archer Daniel Midlands
Goods/Services Provided
Site Utilities
Start & Completion Dates
4/16/14 - 5/2/14
Contract Amount
$25,418.76
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Mike Norris
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe
Agency/Owner
Texas Tech University
Contract #
Name & Location of Project
TTU Petroleum Engineering Budding
Surety Company
Sub or Prime Contractor
J T Vaughn Construction
Goods/Services Provided
Site Utilities
Start & Completion Dates
1/2/13 - 3/20/14
Contract Amount
$492,827.00
Change Orders
$46,463.00
Contact Name/Telephone #
Names of Supervisor on Job Site
Von Kimbrell, Mike Taylor, Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe
Agency/Owner
City of Lubbock
Contract #
Name & Location of Project
Cooper Ridge
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Underground Electric for new subdivision
Start & Completion Dates
4/2/14 - 4/21/14
Contract Amount
$59,940.75
Change Orders
Contact Name/Telephone #
Cody Kruger
Names of Supervisor on Job Site
Bryant Sebastian
Name of Project Mgr/Safety/Quality
Shane Hickman, Albert Moreno
Type of Equipment Used
Backhoe, Vactron
Agency/Owner
City of Lubbock
Contract #
Name & Location of Project
Oakmont Estates
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Underground Electric for new subdivision
Start & Completion Dates
5/20/14 - 7/3/14
Contract Amount
$34,262.50
Change Orders
Contact Name/Telephone #
Cody Kruger
Names of Supervisor on Job Site
Bryant Sebastian
Name of Project Mgr/Safety/Quality
Mike Norris
Type of Equipment Used
Backhoe, Vactron
Page 8 of 9
2014
Agency/Owner
Xcel Energy
Contract #
Name & Location of Project
Lubbock South Station
Surety Company
n/a
Sub or Prime Contractor
Xcel Energy
Goods/Services Provided
Provide topping soil
Start & Completion Dates
12/2/14 - 1/26/15
Contract Amount
$86,909,02
Change Orders
Contact Name/Telephone #
Skip Jenkins, 806-378-2405
Names of Supervisor on Job Site
Floyd Trucking subcontracted
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Agency/Owner
City of Lubbock
Contract #
Name & Location of Project
Texas Tech University Park & Ride
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Electric
Start & Completion Dates
7/25/14 - 8/20/14
Contract Amount
$31,799.74
Change Orders
Contact Name/Telephone #
Guy Yarborough
Names of Supervisor on Job Site
Mike Norris, Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe
Agency/Owner
Xcel Energy
Contract #
Name & Location of Project
Topping Rock for Swisher County Substation
Surety Company
n/a
Sub or Prime Contractor
Xcel Energy
Goods/Services Provided
Provide topping soil
Start & Completion Dates
10/21/2014
Contract Amount
$28,358.44
Change Orders
Contact Name/Telephone #
Skip Jenkins, 806-378-2405
Names of Supervisor on Job Site
Floyd Trucking subcontracted
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Agency/Owner
Xcel Energy
Contract #
Name & Location of Project
Lynn County Sub Station
Surety Company
n/a
Sub or Prime Contractor
Xcel Energy
Goods/Services Provided
Provide topping soil
Start & Completion Dates
7/9/14 - 7/11/14
Contract Amount
$25,221.33
Change Orders
Contact Name/Telephone #
Skip Jenkins, 806-378-2405
Names of Supervisor on Job Site
Floyd Trucking subcontracted
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Page 9 of 9
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
White River Municipal Water District
TWDB Project #62587
White River Municipal Water District Proposed Well Field,
Arthur J. Gallagher Risk Management Services, Inc.
White River Municipal Water District
Well Field Transmission Line
1/21/15 to 7/3/15
$220,468.00
$2,445.52
Silas Jones (806) 777-9975
Mark Patterson
Bryant Sebastian
Backhoe, Trencher
Texas Tech University
#832
TTU Garrison Lift Station
n/a
Anthony Mechanical, Inc.
Lift Station
3/11/15 to 8/14/15
$250,117.00
$0.00
Mike Powell (806) 747-4151
Jayson Norby
Bryant Sebastian
Backhoe, Ditcher
Transmission Main
City of Lubbock
ITB 15-12060-TS
Downtown Redevelopment Phase II Project
Merchants Bonding Co. Mutual
Deerwood Construction, Inc.
Underground Utilities
2/23/15 to 2/15/16
$1, 9 23, 249.49
-$ 27, 519.64
Neil Welch, PE, nwelch@mail.ci.lubbock.tx.us, (806) 775-3254
Jayson Norby
Bryant Sebastian
Boring Machine, Backhoe, Ditcher
Frenship IndependeiA SLhuul District
1515
Frenship ISD 2014 New Elementary School
n/a - not required
Lee Lewis Construction, Inc.
Site Utilities
9/8/15 to 6/6/17
$154, 024.00
$0.00
Amy Bollinger, Project Manager, abolimger@leelewis.com, 806-797-8400
Shane Hickman
Bryant Sebastian
Backhoe, Ditcher
Page 1 of 11
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Snyder Independent School District
# 1509
Snyder ISD New Junior High School
n/a
Lee Lewis Construction, Inc.
Water and Sewer
3/24/15 to 7/28/15
$254,896.00
$9,575.00
Neil Easter (806) 797-8400
Von Kimbrell
Bryant Sebastian
Backhoe, Trencher
Lamesa Independent School District
#14-018
Lamesa ISD High School Phase 2 Package 2
n/a
Pharr & Company
Sanitary Sewer
6/8/ 15 to 1/ 11/ 18
$224,884.00
$10,900.00
Kenneth Barthold, kbarthold@pharrco.com,
Rene Hernandez
Bryant Sebastian
Backhoe, Trencher
Playa Vista
n/a
Playa Vista, Lubbock
n/a
Abe Friesen Construction
Underground Utilities - Water and Sewer
4/11/14 to 1/19/15
$44,484.00
$1,800.00
Abe Friesen (806) 771-0572
Shane Hickman & Von Kimbrell
Bryant Sebastian
Backhoe
Lubbock Christian University
n/a
LCU Margaret Talkington Nurse Center
n/a
Lee Lewis Construction, Inc.
Water and Sewer
1/7/14 to 9/3/15
$241,900.00
$15,161.00
David Coggins, 806-797-8400
Von Kimbrell and Albert Moreno
Bryant Sebastian
Backhoe
(806)763-5263
Page 2 of 11
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Covenant Hospital
14017-02600
Community Health Center of Lubbock
n/a
Teinert Commercial Building Services
Site Utilities
8/22/14 to 3/10/16
$95,660.00
$7,216.00
Jacob Kirkland, jacob@teinert.com, 806-744-2801
Von Kimbrell, Mike Norris
Bryant Sebastian
Backhoe
South Plains Food Bank
n/a
South Plains Food Bank
n/a
Pharr & Co.
Site Utilities
7/24/14 to 10/23/15
$192,157.00
-$19,885.40
Jimmy, 806-763-5263
Von Kimbrell, Albert Moreno
Bryant Sebastian
Backhoe
City of Lubbock
11849
16" Water Line Replacement, 0ty of Lubbock
n/a
City of Lubbock
Water
9/11/14 to 6/3/15
$1,322,215.85
$12,611.78
Greg Baier
Shane Hickman, Von Kimbrell, Jayson Norby
Bryant Sebastian
Backhoe, Ditcher, Trencher
Texas Tech University
n/a
TTU Synthetic Turf Intramural Recreational Fields
n/a
J T Vaughn Construction, Inc.
Water, Sewer
10/2/14 to 6/3/15
$102,940.00
-$6,800.00
James Mitchell, 806-368-3497
Jayson Norby
Bryant Sebastian
Backhoe
Page 3 of 11
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lamesa Independent School District
n/a
Pre-K Addition, Lamesa ISD
n/a
Pharr & Co
Sewer, Water
12/2/14 to 6/23/15
$90,480.00
$0 00
Gary Stringer, 806-763-5263
Ruben Ponce
Bryant Sebastian
Backhoe
Portofino Apts
n/a
Portofino Apts, Lubbock 79407
n/a
Tigris, LLC
Electrical, Sewer, and Water
8/30/2013to 4/20/15
$181,066.57
$0.00
Mike Elliot 806-789-7773
Von Kimbrell and Albert Moreno
Bryant Sebastian
Ditcher, Backhoe
City of Lubbock
n/a
Cooper Meadow
n/a
Lubbock Power & Light
Underground Electric for new subdiv;sion
12/4/14 to 1/21/15
$38,493.14
$0.00
Cody Kruger
Bryant Sebastian
Albert Moreno, Mike Norris
Backhoe, Vactron
Covenant Medical Center
n/a
Driveway and Entrance, Covenant Medical Center
n/a
McCarthy Building Companies
Site Utilities
4/3/15 to 8/6/15
$178,949.00
$ 55,783.00
Eric Sorgen
Shane Hickman
Bryant Sebastian
Backhoe, Ditcher
Page 4 of 11
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
DBS Kids
15-002-070
DBS Kids, 4322 Justice Avenue,
n/a
Pharr & Co.
Municipal Water
9/29/15 to 10/7/15
Bob Renne
Von Kimbrell
Bryant Sebastian
Backhoe, Ditcher
Lubbock, TX 79407
$44,130.00
$0.00
Xcel Energy
n/a
Lubbock South Station
n/a
Xcel Energy
Provide topping soil
12/2/14 - 1/26/15
$ 86,909.02
$0.00
Skip Jenkins, 806-378-2405
Floyd Trucking - subcontracted
Bryant Sebastian
DCI equipment not used
Levelland Independent School District
n/a
Lobo Stadium, 1402 E Ellis Street, Levelland, TX 79336
Arthur J. Gallagher Risk Management Service, Inc.
McCutchen Construction
Sewer, and Water
1/29/14 to 4/28/15
$316,414.00
$0.00
Zake McCutchen 806-894-2861
Von Kimbrell and Mike Norris
Bryant Sebastian
Backhoe
SH Lubbock Milwaukee LP
n/a
The Vineyards
n/a
Realtex Construction, LLC
Site Utilities
7/14/15 to 8/2/16
$235,272.00
$5,974.00
Dustin Cloutier, dcloutier@realtexdevelopment.com, 512-466-7353
Shane Hickman
Bryant Sebastian
Backhoe, Ditcher
Page 5 of 11
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
University Medical Center
n/a
UMC East Parking Lot Expansion
n/a
Advanced Pavement
Site Utilities
9/9/ 14 to 5/20/ 15
$176,728.00
$7,010.00
Jessie Garrett, 806-371-7283
Jayson Norby
Bryant Sebastian
Backhoe
Lubbock Independent School District
n/a
LISD Jayne Ann Miller Elementary School, Lubbock, Texas 79413
n/a
Lee Lewis Construction Co., Inc.
Water
10/22/2013 to 5/19/15
$87,697.00
$23,627.00
Amy Bollinger 806-797-8400
Von Kimbrell
Bryant Sebastian
Ditcher, Backhoe
Texas Tech University Health Sciences Center
n/a
TfUHSC F1 South Parking Lot Expansion
n/a
Vaughn Construction
Underground Utilities
6/24/15to 8/15/15
$98,136.00
$0.00
James Mitchell, 806-368-3497
Albert Moreno
Bryant Sebastian
Ditcher, Backhoe
The Board of Regents of the Texas Tech University System
# 1558
TTU Rawls CoBA, Addition Phase 1 Package 1B
n/a
Lee Lewis Construction, Inc.
Sewer Line
7/31/ 15 to 8/ 19/ 17
$42,000.00
$0.00
David Meadows
Von Kimbrell
Bryant Sebastian
Ditcher, Backhoe
Page 6 of 11
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
University Medical Center
n/a
UMC Southwest Cancer Center
n/a
Collier Engineering
Electric, Water and Sewer
8/7/14 to 7/24/15
$95,446.00
$37,364.00
Scott Collier 806-741-1982
Von Kimbrell, Albert Moreno
Bryant Sebastian
Ditcher, Backhoe
Texas Tech University Health Sciences Center
n/a
TTUHSC Water Main Relocation
n/a
J T Vaughn
Site Utilities
7/ 1/ 15 to 9/ 15/ 15
$225,843.00
$0.00
Kelly Dennard, (806) 368-3497
Albert Moreno
Bryant Sebastian
Ditcher, Backhoe
Lubbock Power and Light
n/a
Federal Building
n/a
Lubbock Power and Light
Electric
7/17/2015 to 9/17/15
$64,375.59
$0.00
Jarrad Huse - 806,775.2558
Rene Hernandez
Bryant Sebastian
Ditcher, Backhoe
City of Lubbock
n/a
Northwest Water Reclamation Plant
n/a
Acme Electric
Backfill and compact
8/20/2015 to 2/16/17
$ 30, 443.80
$0.00
B. Brown, bbrown@acmeelect.com, (806) 745-7720
Mark Patterson 741-1446
Bryant Sebastian
Water Truck, Skid Steer, Excavator & Trench Roller
Page 7 of 11
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
City of Lubbock
12522/RFP 15 12522-JM
Fire Station #1, 8' Water Line
Merchants Bonding Company
City of Lubbock
8" Water Line
12/7/ 15 to 4/8/ 16
$243, 373.00
-$4, 560.86
Josh Kristinek, Jkristinek@mail.ci.lubbock.tx.us, (806) 775-3397
Ruben Ponce 782-3057
Bryant Sebastian
Ditcher, Backhoe
City of Lubbock
n/a
Broadway and MLK bore, street lights
n/a
Lubbock Power & Light
Bore for street lights
7/6/13 - 7/13/15
$51,464.78
$0.00
Jarrad Huse - 806.775.2558
Rene Hernandez
Bryant Sebastian
Boring machine, ditcher, backhoe
United Supermarkets
n/a
United Supermarkets on Indiana
n/a
Hugo Reed
Municipal Water
9/8/ 15 to 10/5/ 15
$58,124.00
$2,680.00
Von Kimbrell
Bryant Sebastian
Backhoe, Ditcher
Texas Tech University
n/a
TTU Ronald McDonald House
n/a
Anthony Mechanical, 806-747-4151
Sanitary Sewer
11/9/15to 11/24/15
$56,160.00
$0.00
Mike Powell
Rene Hernandez
Bryant Sebastian
Backhoe, Ditcher, Vactron
Page 8 of 11
2 -31 5
Agency/Owner
Texas Tech University
Contract #
n/a
Name & Location of Project
TrU New System Office Build ng, Package 1
Surety Company
n/a
Sub or Prime Contractor
J T Vaughn Construction
Goods/Services Provided
Site Utilities
Start & Completion Dates
10/14/15 to 10/7/16
Contract Amount
$719,248.00
Change Orders
$0 00
Contact Name/Telephone #
Louis Reger, (713) 984-4038
Names of Supervisor on Job S. to
Von Kimbrell
Name of Project Mgr/Safety/Qua':ty
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Agency/Owner
Texas Tech University Health Sciences Center
Contract #
n/a
Name & Location of Project
TTUHSC General Services Dock
Surety Company
n/a
Sub or Prime Contractor
J T Vaughn Construction
Goods/Services Provided
Sanitary Sewer
Start & Completion Dates
11/6/15 to 6/30/16
Contract Amount
$196,554.00
Change Orders
$0.00
Contact Name/Telephone #
James Mitchell, jmitcheli@vaughnconstruction.com, (806)368-3497
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
LaMancha Investments LTD
Contract #
n/a
Name & Location of Project
Southwest Commercial Park
Surety Company
n/a
Sub or Prime Contractor
LaMancha Investments LTD c/o Hugo Reed
Goods/Services Provided
Sanitary Sewer
Start & Completion Dates
10/26/15 to 2/15/16
Contract Amount
$212,908.00
Change Orders
$6,900.00
Contact Name/Telephone #
Greg Nauert, gnauert@hugoreed.com, (806) 763-5642
Names of Supervisor on Job Site
Rene Hernandez, Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Agency/Owner
Spur Independent School District
Contract #
Name & Location of Project
Spur ISD Concessions and Restrooms
Surety Company
Sub or Prime Contractor
Collier Construction Company
Goods/Services Provided
Municipal Water and Sanitary Sewer
Start & Completion Dates
3/8/16 to 12/2/16
Contract Amount
$109,000.00
Change Orders
$0.00
Contact Name/Telephone #
Shanon Hays, shannon@colliertx.com, (806)741-1982
Names of Supervisor on Job Site
Mark Patterson
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Page 9 of 11
PZIJ &i
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Bolton Oil Company
n/a
Tract G, Justin Bolton Addition
n/a
Bolton Oil Company c/o Hugo Reed
Municipal Water
2/2/16 to 2/18/16
$25,517.50
$0.00
Jason Swoffard, jswoffard@hugoreed.com, 806-763-5642
Jayson Norby, Shane Hickman
Bryant Sebastian
Backhoe, Ditcher
Texas Tech University
TTU HSC East Parking Lot Expansion
J T Vaughn Construction, Inc.
Sewer, Water
10/16/14 to 10/20/15
$69,526.00
$7,206.00
James Mitchell, 806-368-3497
Jayson Norby
Bryant Sebastian
Backhoe
Texas Tech University, Athletics Department
n/a
TTU Athletic Training Center, Potholing
n/a
FI i ntco
Potholing Utilities
10/20/15 - 2/1/16
$52,722.65
$0.00
Rene Hernandez, Jayson Norby
Bryant Sebastian
Vactron
State of Texas
n/a
Lubbock State School Bore
n/a
Acme Electric
Bore
12/8/15 - 12/11/15
$38,860.00
$0.00
Barry Brown - 806-745-7720
Rene Hernandez
Bryant Sebastian
Boring Machine
Page 10 of 11
2015
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Raycom Media
n/a
KCBD Bore
n/a
AMCO Electric
Bore
11-3-15 to 2-3-16
$29,450.00
$0.00
Rex Barbour 9 806-765-8557
Rene Hernandez
Bryant Sebastian
Boring Machine, Vactron
City of Lubbock
n/a
Downtown Redevelopment
n/a
Lubbock Power & Light
Electric
10/29/15 to 4/23/16
$46,001.27
$0.00
Jarrod Huse - 806-775-2558
]ayson Norby
Bryant Sebastian
Backhoe, Ditcher, Vactron
Page 11 of 11
2016
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
City of Lubbock
ITB 15-12060-TS
Downtown Redevelopment Phase II Project
Merchants Bonding Co. Mutual
Deerwood Construction, Inc.
Underground Utilities
2/23/15to 2/15/16
$1, 923, 249.49
-$ 27, 519.64
Neil Welch, PE, nwelch@mail.ci.lubbock.tx.us, (806) 775-3254
Jayson Norby
Bryant Sebastian
Boring Mach ne, Backhoe, Ditcher
City of Lubbock
n/a
Northwest Water Reclamation Plant
n/a
Acme Electric
Backfill and compact
8/20/2015 to 2/16/17
$30,443.80
$0.00
B. Brown, bbrown@acmeelect.com, (806) 745-7720
Mark Patterson 741-1446
Bryant Sebastian
Water Truck, Skid Steer, Excavator & Trench Roller
City of Lubbock
12522/RFP 15-12522-JM
Fire Station #1, 8" Water Line
Merchants Bonding Company
City of Lubbock
8" Water Line
12/7/15 to 4/8/16
$243,373.00
-$4, 560.86
Josh Kristinek, jkristinek@mail.ci.lubbock.tx.us, (806) 775-3397
Ruben ponce 782-3057
Bryant Sebastian
Ditcher, Backhoe
Texas Tech University
n/a
TTU New System Office Building, Package 1
n/a
J T Vaughn Construction
Site Utilities
10/14/15to 10/7/16
$ 719, 248.00
$113,091.98
Louis Reger, Ireger@vaughnconstruction.com, (713) 984-4038
Von Kimbrell
Bryant Sebastian
Backhoe, Ditcher, Vactron
Page 1 of 10
2016
Agency/Owner
Texas Tech University Health Sciences Center
Contract #
n/a
Name & Location of Project
TTUHSC General Services Dock
Surety Company
n/a
Sub or Prime Contractor
J T Vaughn Construction
Goods/Services Provided
Sanitary Sewer
Start & Completion Dates
11/6/15 to 6/30/16
Contract Amount
$196,554.00
Change Orders
$0.00
Contact Name/Telephone #
James Mitchell, jmitchell@vaughnconstruction.com, (806) 368-3497
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
LaMancha Investments LTD
Contract #
n/a
Name & Location of Project
Southwest Commercial Park
Surety Company
n/a
Sub or Prime Contractor
LaMancha Investments LTD c/o Hugo Reed
Goods/Services Provided
Sanitary Sewer
Start & Completion Dates
10/26/15 to 2/15/16
Contract Amount
$212,908,00
Change Orders
$6,900.00
Contact Name/Telephone #
Greg Nauert, gnauert@hugoreed.com, (806) 763-5642
Names of Supervisor on Job Site
Rene Hernandez, Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Agency/Owner
Spur Independent School District Award 2015, start 2016
Contract #
n/a
Name & Location of Project
Spur ISD Concessions and Restrooms
Surety Company
n/a
Sub or Prime Contractor
Collier Construction Company
Goods/Services Provided
Municipal Water and Sanitary Sewer
Start & Completion Dates
3/8/16 to 12/2/16
Contract Amount
$109,000.00
Change Orders
$15,998.00
Contact Name/Telephone #
Shanon Hays, shannon@colliertx.com, (806) 741-1982
Names of Supervisor on Job Site
Mark Patterson
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
Bolton Oil Company Award 2015, start 2016
Contract #
n/a
Name & Location of Project
Tract G, Justin Bolton Addition
Surety Company
n/a
Sub or Prime Contractor
Bolton Oil Company c/o Hugo Reed
Goods/Services Provided
Municipal Water
Start & Completion Dates
2/2/16 to 2/18/16
Contract Amount
$25,517.50
Change Orders
$0.00
Contact Name/Telephone #
Jason Swoffard, jswoffard@hugoreed.com, 806-763-5642
Names of Supervisor on Job Site
Jayson Norby, Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Page 2 of 10
plow-:
Agency/Owner
American Campus Communities
Contract #
16159TX-02
Name & Location of Project
21 Hundred at Overton Park, 2110 Mac Davis Lane, #1, Lbk, TX 79401
Surety Company
n/a
Sub or Prime Contractor
FaverGray
Goods/Services Provided
Water, Sewer, Fire Line
Start & Completion Dates
3/7/16 to 11/17/17
Contract Amount
$503,300.00
Change Orders
$101,163.00
Contact Name/Telephone #
Adam Gray, Project Manager, Agray'g)Favergray.com, (904) 208-2034
Names of Supervisor on )ob Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
Raycom Media
Contract #
n/a
Name & Location of Project
KCBD, Channel 11
Surety Company
n/a
Sub or Prime Contractor
AMCO, Inc.
Goods/Services Provided
Electric
Start & Completion Dates
11/3/15 to 2/3/16
Contract Amount
$310,879.63
Change Orders
$0.00
Contact Name/Telephone #
Rex Barbour, rex@amcoelect.com, (806) 765-8557
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Agency/Owner
Texas Tech University
Contract #
015720-02-B
Name & Location of Project
TTU Honors Hall
Surety Company
n/a
Sub or Prime Contractor
The Whiting -Turner Contracting Company
Goods/Services Provided
Site Utilities
Start & Completion Dates
3/15/16 to 6/23/17
Contract Amount
$209,494.00
Change Orders
$133,965.00
Contact Name/Telephone #
David Mills, David.Mills@whiting-turner.com, (210) 558-1880
Names of Supervisor on Job Site
Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
Texas Tech University, Athletics Department
Contract #
n/a
Name & Location of Project
TTU Athletic Training Center, Potholing
Surety Company
n/a
Sub or Prime Contractor
Flintco
Goods/Services Provided
Potholing Utilities
Start & Completion Dates
10/20/15 - 2/1/16
Contract Amount
$52,722.65
Change Orders
$0.00
Contact Name/Telephone #
Matt Dobson, mdobson@flintco.com, (505) 262-1888
Names of Supervisor on Job Site
Rene Hernandez, Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Vactron
Page 3 of 10
2016
Agency/Owner
City of Lubbock
Contract #
n/a
Name & Location of Project
Downtown Redevelopment, Phase II -Tie In
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Electric
Start & Completion Dates
10/29/15 to 4/23/16
Contract Amount
$46,001.27
Change Orders
$0.00
Contact Name/Telephone #
Jarrod Huse, jhuse@mail.ci.lubbock.tx.us, 806-775-2572
Names of Supervisor on Job Site
Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Agency/Owner
Frenship Independent School District
Contract #
1515
Name & Location of Project
Frenship ISD 2014 New Elementary School
Surety Company
n/a - not required
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Site Utilities
Start & Completion Dates
9/8/15 to 6/6/17
Contract Amount
$154,024.00
Change Orders
$0.00
Contact Name/Telephone #
Amy Bollinger, Project Manager, abollinger@leelewis.com, 806-797-8400
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
American Campus Communities
Contract #
n/a
Name & Location of Project
21 Hundred at Overton
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power and Light
Goods/Services Provided
Electric
Start & Completion Dates
3/8/16 to 6/10/16
Contract Amount
$26,310.78
Change Orders
$0.00
Contact Name/Telephone #
]arrod Huse, jhuse@mail.ci.lubbock.tx.us, 806-775-2572
Names of Supervisor on Job Site
Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Agency/Owner
City of Lubbock
Contract #
n/a
Name & Location of Project
5214 - 2nd Drive (2nd and Slide)
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Electrical
Start & Completion Dates
1/28/16 to 2/9/16
Contract Amount
$30,630.97
Change Orders
$0.00
Contact Name/Telephone #
Lee Roy Martinez, lrmartinez@lpandl.com, 806-789-5602
Names of Supervisor on Job Site
Rene Hernandez, Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Page 4 of 10
2016
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lubbock Power and Light
n/a
Monsanto Bore - Utah
n/a
Lubbock Power and Light
Electrical
2/23/16 to 4/11/16
$278,784.86
$0.00
Jerrad Huse, 7huse@mail,ci.lubbock.tx.us, 806-775-2515
Rene Hernandez
Bryant Sebastian
Boring Machine
Covenant Hospital
14017-02600
Community Health Center of Lubbock
n/a
Teinert Commercial Building Services
Site Utilities
8/22/14 to 3/10/16
$95,660.00
$7,216.00
Jacob Kirkland, jacob@teinert.com, 806-744-2801
Von Kimbrell, Mike Norris
Bryant Sebastian
Backhoe
SH Lubbock Milwaukee LP
n/a
The Vineyards
n/a
Realtex Construction, LLC
Site Utilities
7/14/15 to 8/2/16
$235,272.00
$ 5, 974.00
Dustin Cloutier, dcloutier@realtexdevelopment.com, 512-466-7353
Shane Hickman
Bryant Sebastian
Backhoe, pitcher
Lubbock Cooper ISD
n/a
High School Athletic Facility Improvements
n/a
Sandia Construction, Inc.
Sanitary Sewer
6/15/16 to 8/19/16
$93,165.36
$3,430.00
Michael Haverdink, michael@sandia.com, 806-745-9450
Jayson Norby
Bryant Sebastian
Backhoe, Ditcher
Page 5of10
2016
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Ste
Name of Project Mgr'Safety/Qua ity
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Department of Transportat,'on
n/a
Bore at US 84, Slaton
n/a
Xcel Energy
Bore
5/11/16 to 5/25/16
$35,842.20
$0.00
John Gardner, john a,gardner@xcelenergy.com, 806-796-3270
Rene Hernandez
Bryant Sebastian
Boring Equipment, Ditcher, Backhoe
Texas Tech University
n/a
TTU Museum Life Safety, Utility Upgrade
n/a
Sandia Construction, Inc.
Site utilities
7/26/16to 4/25/17
$533,470.00
$75,976,97
Greg Durbin, President, greg@sandiaconst.com, 806-745-9450
Jayson Norby
Bryant Sebastian
Ditcher, Backhoe
City of Lubbock
n/a
Southcrest Subdivision
n/a
Lubbock Power & Light
Site Utility
2/16/16 - 2/29/16
$52,664.80
$0.00
Jeff Baker, jbaker@lpandl.com, 806-775-2560
Rene Hernandez, Shane Hickman, Jayson Norby
Bryant Sebastian
Ditcher, Backhoe
City of Lubbock
n/a
Tract A, Wildwood
n/a
Designed to Build c/o Hugo Reed
Water and Sanitary Sewer
6/ 13/ 16 to 1/ 30/ 17
$521,580.60
$13,973.50
Nathan Rigler, nrigier@hugoreed.com, 806-763-5642
Mark Patterson, Beau Bullard
Bryant Sebastian
Ditcher, Backhoe
Page 6of10
2016
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Hidden Tree Ranch Mobile Home
n/a
Hidden Tree Ranch Mobile Home
n/a
CRTX Properties, LLC
Water and Sewer
6/9/ 16 to 7/6/ 17
$158, 515.00
$8, 582.87
Dennis Crump, crumptx@gmail.com, 972-978-9210
Von Kimbrell
Bryant Sebastian
Backhoe, Ditcher, Water Wagon
Texas Tech University
n/a
TTU Sports Performance Complex
n/a
Flintco
Site Utilities
6/30/16 to 1/11/18
$964,565.00
$350,848.76
Matt Dobson, mdobson@flintco.com, 505-262-1888
Rene Hernandez
Bryant Sebastian
Backhoe, Ditcher, Water Wagon
CCC-Lubbock, LLC
n/a
Lubbock Cottages at Holiday Park
Merchants Bonding
Cottage Builders, Inc
Municipal Water and Sewer
7/14/16 to 10/4/17
$578,819.00
$312,728.00
Clay Wilson, PE, LEED AP, cwilson@capstonemail.com, 205-414-6403
Shane Hickman
Bryant Sebastian
Backhoe, Ditcher
Lubbock Cooper Independent School District
n/a
High School Career & Technology - Education Addition
n/a
Sandia Construction, Inc.
Water and Sewer
7/11/16to 12/20/16
$30,440.00
$0.00
Michael Haverdink, michael@sandiaconstr.com, 806-745-9450
Jayson Norby
Bryant Sebastian
Backhoe, Ditcher, Vactron
Page 7 of 10
2016
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
The Board of Regents of the Texas Tech University System
# 1558
TTU Rawls CoBA, Addition Phase 1 Package 1B
n/a
Lee Lewis Construction, Inc.
Sewer Line
7/31/15to 8/19/17
$42,000.00
$0.00
David Meadows
Von Kimbrell
Bryant Sebastian
Ditcher, Backhoe
Lubbock Power and Light
n/a
Monsanto Bore - I-27 and 1297
n/a
Lubbock Power and Light
Electrical
4/5/16to 10/13/16
$45,515.20
$0.00
Jerrad Huse, jhuse@mail.ci.lubbock.tx.us, 806-775-2515
Rene Hernandez
Bryant Sebastian
Boring Machine
CCC-Lubbock, LLC
n/a
The Cottages of Lubbock
n/a
Tom Lyne Plumbing & Irrigation
Install sewer lines
9/27/16 to 3/22/17
$343,640.00
$0.00
Tom Lyne, 979-324-1200, tomblyne@yahoo.com
Shane Hickman
Bryant Sebastian
Ditcher, Backhoe, Water Wagon
Funky Door Restaurant
n/a
Funky Door Restaurant, 66th and Milwaukee
n/a
Collier Construction Company
Municipal Water, Fire Line and Sanitary Sewer
11/29/16 to 1/31/17
$49,680.00
$ 3, 280.00
Josh Dickson, josh@colIiertx.com, 806-620-8202
Von Kimbrell
Bryant Sebastian
Ditcher, Backhoe
Page 8 of 10
2016
Agency/Owner
Reese Technology Center
Contract #
n/a
Name & Location of Project
Replace Isolation Valves in Pump House
Surety Company
n/a
Sub or Prime Contractor
Reese Technology Center, c/o Parkhill, Smith and Cooper
Goods/Services Provided
Replace isolation valves
Start & Completion Dates
10/25/16 to ongoing
Contract Amount
$64,350.00
Change Orders
$0.00
Contact Name/Telephone #
J T Puckett, PSC
Names of Supervisor .)n Joh Site
Von Kimbrell
Name of Protect Mgr/Safety, Quality
Bryant Sebastian
Type of Equipment Used
Vactron
Agency/Owner
B & G Villa Properties, LLC
Contract #
n/a
Name & Location of Project
Melonie Park
Surety Company
n/a
Sub or Prime Contractor
Carthel Engineering Solutions
Goods/Services Provided
Municipal Water and Sanitary Sewer
Start & Completion Dates
12/5/16 to 8/24/17
Contract Amount
$74,865.00
Change Orders
$0.00
Contact Name/Telephone #
Ches Carthel, chestercarthel@yahoo.com, 806-687-8322
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Backhoe, Vactron
Agency/Owner
Texas Tech University
Contract #
n/a
Name & Location of Project
TTU Experimental Sciences Building II
Surety Company
n/a
Sub or Prime Contractor
Zahn Paving
Goods/Services Provided
Site Utilities
Start & Completion Dates
12/12/16 to 12/13/16
Contract Amount
$30,000.00
Change Orders
$0.00
Contact Name/Telephone #
Ronnie Zahn, zahnpaving@gmaii.com, (806) 748-1877
Names of Supervisor on Job Site
Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Backhoe
Agency/Owner
Lubbock Cooper Independent School District
Contract #
SI#025
Name & Location of Project
Lubbock Cooper ISD Classroom Addition at High School
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction
Goods/Services Provided
8" Water and 10" Fire Line
Start & Completion Dates
12/21/16 to 1/3/17
Contract Amount
$41,410.00
Change Orders
$0.00
Contact Name/Telephone #
Michael Haverdink, michael@sandia.com, (806) 745-9450
Names of Supervisor on Job Site
Jayson Norby, Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher, Mini Excavator, Vactron
Page 9 of 10
2016
Agency/Owner
Texas Tech University
Contract #
n/a
Name & Location of Project
TTU Honors Hall
Surety Company
n/a
Sub or Prime Contractor
Dynamic Systems, Inc.
Goods/Services Provided
Asphalt Repair
Start & Completion Dates
10/26/16 to 7/13/17
Contract Amount
$11,800.00
Change Orders
$94,918.00
Contact Name/Telephone #
John Crutcher, S12-486-3732, jcrutcher@dynamicsysternusa.com
Names of Supervisor on Job Site
Beau Bullard
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Vactron
Agency/Owner
CCC-Lubbock, LLC
Contract #
n/a
Name & Location of Project
Capstone Cottages
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Electrical
Start & Completion Dates
11/29/16 to 5/11/17
Contract Amount
$28,179.00
Change Orders
$0.00
Contact Name/Telephone #
Jarrod Huse, jhuse@mail.ci.lubbock.tx.us, (806)77S-2572
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher, Vactron
Agency/Owner
Texas Tech University
Contract #
Name & Location of Project
TfU ATC Potholing
Surety Company
n/a
Sub or Prime Contractor
Fiintco
Goods/Services Provided
Pothole Utilities
Start & Completion Dates
1/12/16 to 2/1/16
Contract Amount
$29,626.86
Change Orders
$0.00
Contact Name/Telephone #
Matt Dobson, mdobson@flintco.com, (505) 262-1888
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Vactron
Agency/Owner
Lamesa Independent School District
Contract #
# 14-018
Name & Location of Project
Lamesa ISD High School Phase 2 Package 2
Surety Company
n/a
Sub or Prime Contractor
Pharr & Company
Goods/Services Provided
Sanitary Sewer
Start & Completion Dates
6/8/15 to 1/11/18
Contract Amount
$224,884.00
Change Orders
$10,900.00
Contact Name/Telephone #
Kenneth Barthold, kbarthold@pharrco.com, (806) 763-5263
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher
Page 10 of 10
2017
Agency/Owner
Lamesa Independent School District
Contract #
#14-018
Name & Location of Project
Lamesa ISD High School Phase 2 Package 2
Surety Company
n/a
Sub or Prime Contractor
Pharr & Company
Goods/Services Provided
Sanitary Sewer
Start & Completion Dates
6/8/15 to 1/11/18
Contract Amount
$224,884.00
Change Orders
$10,900.00
Contact Name/Telephone #
Kenneth Barthold, kbarthold@pharrco.com, (806) 763-5263
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher
Agency/Owner
The Board of Regents of the Texas Tech University System
Contract #
# 1558
Name & Location of Project
TTU Rawls CoBA, Addition Phase 1 Package 16
Surety Company
n/a
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Sewer Line
Start & Completion Dates
7/31/15 to 8/19/17
Contract Amount
$42,000.00
Change Orders
$0.00
Contact Name/Telephone #
David Meadows, dmeadows@leelewis.com
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Backhoe
Agency/Owner
City of Lubbock
Contract #
n/a
Name & Location of Project
Northwest Water Reclamation Plant
Surety Company
n/a
Sub or Prime Contractor
Acme Electric
Goods/Services Provided
Backfill and compact
Start & Completion Dates
8/20/2015 to 2/16/17
Contract Amount
$30,443.80
Change Orders
$0.00
Contact Name/Telephone #
B. Brown, bbrown@acmeelect.com, (806) 745-7720
Names of Supervisor on Job Site
Mark Patterson 741-1446
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Water Truck, Skid Steer, Excavator & Trench Roller
Agency/Owner
Frenship Independent School District
Contract #
1515
Name & Location of Project
Frenship ISD 2014 New Elementary School
Surety Company
n/a
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Site Utilities
Start & Completion Dates
9/8/15 to 6/6/17
Contract Amount
$154,024.00
Change Orders
$0.00
Contact Name/Telephone #
Amy Bollinger, Project Manager, aboliinger@leelewis.com, 806-797 8400
Names of Supervisor on job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Page 1 of 9
2017
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on lob Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on lob Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
American Campus Communities
16159TX-02
21 Hundred at Overton Park, 2110 Mac Davis Lane, 91, Lubbock, TX 79401
n/a
FaverGray
Water, Sewer, Fire Line
3/7/16 to 11/17/17
$503,300.00
$101,163.00
Adam Gray, Project Manager, Agray@favergray.com, (904) 208-2034
Shane Hickman
Bryant Sebastian
Backhoe, Ditcher
Texas Tech University
015720-02-B
TTU Honors Hall
n/a
The Whiting -Turner Contracting Company
Site Utilities
3/15/16 to 6/23/17
$ 209, 494.00
$133,965.00
David Mills, David. Mills@whiting-turner.com, 210-558-1880
layson Norby
Bryant Sebastian
Backhoe, Ditcher
Hidden Tree Ranch Mobile Home
n/a
Hidden Tree Ranch Mobile Home
n/a
CRTX Properties, LLC
Water and Sewer
6/9/ 16 to 7/6/ 17
$158,515.00
$8,582.87
Dennis Crump, crumptx@gmail.com, 972-978-9210
Von Kimbrell
Bryant Sebastian
Backhoe, Ditcher, Water Wagon
City of Lubbock
n/a
Tract A, Wildwood
n/a
Designed to Build c/o Hugo Reed
Water and Sanitary Sewer
6/13/16 to 1/30/17
$521,580.60
$13,973.50
Nathan Rigler, nrigler@hugoreed.com, 806 763 5642
Mark Patterson, Beau Bullard
Bryant Sebastian
Ditcher, Backhoe
Page 2 of 9
2017
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Texas Tech University
n/a
TTU Sports Performance Complex
n/a
Fiintco
Site Utilities
6/30/16 to 1/11/18
$964, 565.00
$ 350, 848.76
Matt Dobson, mdobson@flintco.com, 505-262-1888
Rene Hernandez
Bryant Sebastian
Backhoe, Ditcher, Water Wagon
CCC-Lubbock, LLC
n/a
Lubbock Cottages at Holiday Park
Merchants Bonding
Cottage Builders, Inc
Municipal Water and Sewer
7/ 14/ 16 to 10/4/ 17
$578,819.00
$312,728.00
Clay Wilson, PE, LEER AP, cwilson@capstonemail.com, 205 414 6403
Shane Hickman
Bryant Sebastian
Backhoe, Ditcher
Texas Tech University
n/a
TfU Museum Life Safety, Utility Upgrade
n/a
Sandia Construction, Inc.
Site utilities
7/26/16 to 4/25/17
$ 533,470.00
$75,976.97
Greg Durbin, President, greg@sandiaconst.com, 806-745-9450
Jayson Norby
Bryant Sebastian
Ditcher, Backhoe
CCC-Lubbock, LLC
n/a
The Cottages of Lubbock
n/a
Tom Lyne Plumbing & Irrigation
Install sewer lines
9/27/16 to 3/22/17
$343,640.00
$0.00
Tom Lyne, 979-324-1200, tomblyne@yahoo.com
Shane Hickman
Bryant Sebastian
Ditcher, Backhoe, Water Wagon
Page 3 of 9
2017
Agency/Owner
Texas Tech University
Contract #
n/a
Name & Location of Project
TTU Honors Hall
Surety Company
n/a
Sub or Prime Contractor
Dynamic Systems, Inc.
Goods/Services Provided
Asphalt Repair
Start & Completion Dates
10/26/16 to 7/13/17
Contract Amount
$11,800 00
Change Orders
$94,918.00
Contact Name/Telephone #
John Crutcher, 512-486-3732, jcrutcher@dynamicsystemusa.com
Names of Supervisor on Job Site
Beau Bui'ard
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Vactron
Agency/Owner
Funky Door Restaurant
Contract #
n/a
Name & Location of Project
Funky Door Restaurant, 66th and Milwaukee
Surety Company
n/a
Sub or Prime Contractor
Collier Construction Company
Goods/Services Provided
Municipal Water, Fire Line and Sanitary Sewer
Start & Completion bates
11/29/16 to 1/31/17
Contract Amount
$49,680.OD
Change Orders
$3,280.00
Contact Name/Telephone #
Josh Dickson, josh@colliertx.com, 806-620-8202
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Backhoe
Agency/Owner
CCC-Lubbock, LLC
Contract #
n/a
Name & Location of Project
Capstone Cottages
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Electrical
Start & Completion Dates
11/29/16 to 5/11/17
Contract Amount
$28,179.00
Change Orders
$0.00
Contact Name/Telephone #
Jarrod Huse, jhuse@mail.ci.lubbock.tx.us, (806)775-2572
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher, Vactron
Agency/Owner
B & G Villa Properties, LLC
Contract #
n/a
Name & Location of Project
Melonie Park
Surety Company
n/a
Sub or Prime Contractor
Carthel Engineering Solutions
Goods/Services Provided
Municipal Water and Sanitary Sewer
Start & Completion Dates
12/5/16 to 8/24/17
Contract Amount
$74,865.00
Change Orders
0
Contact Name/Telephone #
Ches Carthel, chestercarthel@yahoo.com, 806-687-8322
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Backhoe, Vactron
Page 4 of 9
PAO]IN
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lubbock Cooper Independent School District
SI#025
Lubbock Cooper ISD Classroom Addition at High School
n/a
Sandia Construction
8" Water and 10" Fire Line
12/21/16 to 1/3/17
$41,410.00
$0.00
Michael Haverdink, michael@sandia.com, (806) 745-9450
3ayson Norby, Rene Hernandez
Bryant Sebastian
Backhoe, Trencher, Mini Excavator, Vactron
City of Lubbock
Contract #13207
Neal & Alexander Water & Sewer Relocation
Merchants Bonding Company
City of Lubbock
Water and Sewer
2/17/17 to 11/3/17
$ 292, 849.00
$1,530.00
Trevor Overman, PE, toverman@mylubbock,us, 806-775-2346
Jayson Norby
Bryant Sebastian
Backhoe, Excavator
City of Lubbock
711317
4th Street and Toledo Utility Bore
Merchants Bonding Company
Lubbock Power & Light
Utility Bore
2/24/17to 4/18/17
$131, 809.28
$0.00
Lee Roy Martinez, Irmartinez@lpandl.com, 806-775-2579
Rene Hernandez
Bryant Sebastian
Boring Machine
Texas Tech University
Package #330000
Texas Tech University, Experimental Science Building II
n/a
Flintco
Site Utilities
3/6/17 to 7/25/18
$399,263.00
$71,793.00
John Bonner, Project Manager, jbonner@flintco.com, 918-232-5836
Bryant Sebastian
Bryant Sebastian
Page 5 of 9
2017
Agency/Owner
City of Lubbock
Contract #
n/a
Name & Location of Project
Downtown Redevelopment III, Phases 1-3
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Electrical
Start & Completion Dates
5/15/17 to 2/8/18
Contract Amount
$80,207.25
Change Orders
$0.00
Contact Name/Telephone #
Jarrod Huse, jhuse@mail.ci.lubbock.tx.us, (806)775-2572
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Agency/Owner
City of Lubbock
Contract #
n/a
Name & Location of Project
Memphis Garden
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power and Light
Goods/Services Provided
Electric
Start & Completion Dates
6/2/17 to 7/3/17
Contract Amount
$40,897.50
Change Orders
$0.00
Contact Name/Telephone #
Tim Green, Tgreen@LPandL.com, 806-790-7243
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Vactron, Backhoe, Ditcher
Agency/Owner
Texas Tech University
Contract #
Project #17-16779, Contract 17-604
Name & Location of Project
Texas Tech University, Main Campus Water Loop
Surety Company
n/a
Sub or Prime Contractor
Texas Tech University
Goods/Services Provided
Water RPZ
Start & Completion Dates
7/19/17 to 8/25/17
Contract Amount
$89,824.00
Change Orders
$5,491.06
Contact Name/Telephone #
David Small, david.small@ttu.edu, 806.834,5742
Names of Supervisor on Job Site
Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher
Agency/Owner
Continental Dairies
Contract #
n/a
Name & Location of Project
Continental Dairies
Surety Company
n/a
Sub or Prime Contractor
Lamb County Electric Coop
Goods/Services Provided
Conduit Installation
Start & Completion Dates
8/1/17 to 7/10/18
Contract Amount
$137,809.00
Change Orders
$19,470.00
Contact Name/Telephone #
Don Trotter, dtrotter@lcec.com, 806-385-5191
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Page 6 of 9
2017
Agency/Owner
Tahoka ISD
Contract #
LLCI Project Number 1700
Name & Location of Project
Tahoka ISD Additions & Renovations
Surety Company
n/a
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Water, Fireline and Sanitary Sewer
Start & Completion Dates
8/5/17 to 11/5/18
Contract Amount
$82,812.00
Change Orders
Contact Name/Telephone #
Neil Easter, Sr. Project Manager, neaster@leelewis.com (806) 797-8400
Names of Supervisor on lob Site
Shane Hickman, Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhae, Excavator, Ditcher
Agency/Owner
Texas Tech University
Contract #
01-1714676-61
Name & Location of Project
TTU ESB Bid Pkg 3 UG
Surety Company
n/a
Sub or Prime Contractor
Yearout Mechanical
Goods/Services Provided
Excavation & Backfill for Underground Plumbing
Start & Completion Dates
8/25/17 to 11/8/17
Contract Amount
$49,965.00
Change Orders
Contact Name/Telephone #
Catherine McGuire, cmcguire@yearout.com, 505-884-0994
Names of Supervisor on lob Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator
Agency/Owner
Pagosa Partners, LTD
Contract #
1752-02600
Name & Location of Project
West End Phase III
Surety Company
n/a
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Sanitary Sewer, Fire Line, Municipal Water, Private Water
Start & Completion Dates
9/5/17 to 2/18/19
Contract Amount
$164,459.00
Change Orders
$4,405.00
Contact Name/Telephone #
Brandon Mitchell, bmitchell@leelewis.com, 806-797-8400
Names of Supervisor on lob Site
Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher
Agency/Owner
City of Sudan
Contract #
TxCDBG Project #7216439
Name & Location of Project
City of Sudan - Water Line Construction
Surety Company
Arthur J. Gallagher & Co
Sub or Prime Contractor
Jones Engineering
Goods/Services Provided
Water Line
Start & Completion Dates
11/3/17 to ongoing Completed in 2018
Contract Amount
$112,285.50
Change Orders
$3,300.00
Contact Name/Telephone #
Adam Valenzuela, 806-368-6375, Adam@sitecivil.com
Names of Supervisor on lob Site
Von Kimbrell, Ralph Renteria
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, backhoe, water wagon
Page 7 of 9
2017
Agency/Owner
Lubbock Cooper Independent School District
Contract #
n/a
Name & Location of Project
Lubbock Cooper ISD South Elementary Addition and Renovation
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction, Inc.
Goods/Services Provided
Site Utdities
Start & Completion Dates
11/7/17 to ongoing
Contract Amount
$42,554.00
Change Orders
$19,807.77
Contact Name/Telephone #
Michael Haverd-.nk, michael@sandia.com, (806) 745-9450
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Water Wagon
Agency/Owner
CVS Pharmacies
Contract #
n/a
Name & Location of Project
CVS - 82nd and Indiana
Surety Company
n/a
Sub or Prime Contractor
Helker Crawford
Goods/Services Provided
Municipal water, Underground fire lines, Sanitary Sewer, Gas & Electric
Start & Completion Dates
11/14/17 to 6/8/18
Contract Amount
$109,600.00
Change Orders
$0.00
Contact dame/Telephone #
Tom Robertson, tobertson@helkercrawford.com, 214-222-0063 or 940-367-2915
Names of Supervisor on Job Site
]ayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
City of Muleshoe
Contract #
01.2896.16
Name & Location of Project
City of Muleshoe, Sanitary Sewer Improvements, Lift Station Replacement
Surety Company
A 1 Gallegher
Sub or Prime Contractor
City of Muleshoe, c/o Parkhill, Smith & Cooper
Goods/Services Provided
Sanitary Sewer, Lift Station
Start & Completion Dates
12/5/17 to 7/3/19
Contract Amount
$278,571.00
Change Orders
$53,295.81
Contact Name/Telephone #
Kristian Gonzales, kgonzales@team-psc.com, (806-473-2200)
Names of Supervisor on Job Site
Shane Hickman, Rene Hernandez, Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, ditcher
Agency/Owner
City of Plainview, Texas
Contract #
Name & Location of Project
Milwee Lift Station
Surety Company
Arthur J. Gallagher Risk Management Services, Inc.
Sub or Prime Contractor
City of Plainview, Texas
Goods/Services Provided
Gravity Sanitary Sewer Line
Start & Completion Dates
Sub -Contract to UCA
Contract Amount
$886,854.72
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Page 8 of 9
2017
Agency/Owner
City of Lubbock
Contract #
n/a 2017-03
Name & Location of Project
Overton Water Line Replacement
Surety Company
Arthur]. Gallegher
Sub or Prime Contractor
City of Lubbock
Goods/Services Provided
Water Line Replacement
Start & Completion Dates
Awarded in 2017 - project did not start until 2018
Contract Amount
$314,765.25
Change Orders
-$8,368.65
Contact Name/Telephone #
Adam Nixon, anixon0mylubbock.us, (806" 775-2344
Names of Supervisor on JWb Site
Rene Hernandez, Shane Hickman, Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Vactron, Dump Truck, Boring Ma�-hv'ie
Agency/Owner
City of Lubbock
Contract #
n/a 2017-04
Name & Location of Project
United Supermarkers Tract A Sewer Line Replacement
Surety Company
Arthur J. Gallegher
Sub or Prime Contractor
City of Lubbock
Goods/Services Provided
Water Line Replacement
Start & Completion Dates
Awarded in 2017 - project did not start until 2018
Contract Amount
$119,505.00
Change Orders
$17,095.25
Contact Name/Telephone #
Adam Nixon, anixon@mylubbock.us, (806) 775-2344
Names of Supervisor on Job Site
Von Kimbrell, Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Mini Excavator, Dump Truck, Loader, Sweeper
Agency/Owner
Texas Tech University
Contract #
16053-034 2017-05
Name & Location of Project
TTU Experimental Science Building II - 16053, 4B-2
Surety Company
n/a
Sub or Prime Contractor
Fhntco
Goods/Services Provided
Storm Drainage Utilities
Start & Completion Dates
Awarded in 2017 - project did not start until 2019
Contract Amount
$97,800.00
Change Orders
$228,441.00
Contact Name/Telephone #
John Bonner, jbonner@flintco.com, 918-232-5836
Names of Supervisor on Job Site
Charles Armstrong
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Mini Excavator, Dump Truck, Loader
Agency/Owner
King Street Pub
Contract #
n/a 2017-06
Name & Location of Project
King Street Pub - 4" Fireline
Surety Company
n/a
Sub or Prime Contractor
King Street Pub
Goods/Services Provided
Install underground Fire Line
Start & Completion Dates
Awarded in 2017 - project did not start until 2018
Contract Amount
$31,764.88
Change Orders
$0.00
Contact Name/Telephone #
Sally Good, honeysock@gmail.com, 806-993-1010
Names of Supervisor on Job Site
Jayson Norby, Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Mini Excavator, Dump Truck, Loader, Sweeper
Page 9 of 9
2018
Agency/Owner
Lamesa Independent School District
Contract #
# 14-018
Name & Location of Project
Lamesa ISD High School Phase 2 Package 2
Surety Company
n/a
Sub or Prime Contractor
Pharr & Company
Goods/Services Provided
Sanitary Sewer
Start & Completion Dates
6/8/15 to 1/11/18
Contract Amount
$224,884.00
Change Orders
$10,900.00
Contact Name/Telephone #
Kenneth Barthold, kbarthold@pharrco.com, (806) 763-5263
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher
Agency/Owner
Texas Tech University
Contract #
n/a
Name & Location of Project
TTU Sports Performance Complex
Surety Company
n/a
Sub or Prime Contractor
Flintco
Goods/Services Provided
Site Utilities
Start & Completion Dates
6/30/16 to 1/11/18
Contract Amount
$964,565.00
Change Orders
$350,848.76
Contact Name/Telephone #
Matt Dobson, mdobson@flintco.com, 505-262-1888
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Water Wagon
Agency/Owner
Texas Tech University
Contract #
Package #330000
Name & Location of Project
Texas Tech University, Experimental Science Building II
Surety Company
n/a
Sub or Prime Contractor
Flintco
Goods/Services Provided
Site Utilities
Start & Completion Dates
3/6/17 to 7/25/18
Contract Amount
$399,263.00
Change Orders
$71,793.00
Contact Name/Telephone #
John Bonner, Project Manager, jbonner@flintco.com, 918-232-5836
Names of Supervisor on Job Site
Bryant Sebastian
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Water Wagon
Agency/Owner
City of Lubbock
Contract #
n/a
Name & Location of Project
Downtown Redevelopment III, Phases 1-3
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Electrical
Start & Completion Dates
5/15/17 to 2/8/18
Contract Amount
$80,207.25
Change Orders
$0.00
Contact Name/Telephone #
Jarrod Huse, jhuse@mail.ci.lubbock.tx.us, (806)775-2572
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Vactron
Page l of 11
K1113 :i
Agency/Owner
Continental Dairies
Contract #
n/a
Name & Location of Project
Continental Dairies
Surety Company
n/a
Sub or Prime Contractor
Lamb County Electric Coop
Goods/Services Provided
Conduit Installation
Start & Completion Dates
8/1/17 to 7/10/18
Contract Amount
$137,809.00
Change Orders
$19,470.00
Contact Name/Telephone #
Don Trotter, dtrotter@lcec.com, 806 385 5191
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
Tahoka ISD
Contract #
LLCI Project Number 1700
Name & Location of Project
Tahoka ISD Additions & Renovations
Surety Company
n/a
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Water, Fireline and Sanitary Sewer
Start & Completion Dates
8/5/17 to 11/5/18
Contract Amount
$82,812.00
Change Orders
$0.00
Contact Name/Telephone #
Neil Easter, Sr. Project Manager, neaster%uleelewis.com (806) 797-8400
Names of Supervisor on Sob Site
Shane Hickman, Von Kimbrell
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Ditcher
Agency/Owner
Pagosa Partners, LTD
Contract #
1752-02600
Name & Location of Project
West End Phase III
Surety Company
n/a
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Sanitary Sewer, Fire Line, Municipal Water, Private Water
Start & Completion Dates
9/5/17 to 2/18/19
Contract Amount
$164,459.00
Change Orders
$4,405.00
Contact Name/Telephone #
Brandon Mitchell, bm:tchell@leelewis.com, 806-797-8400
Names of Supervisor on Job Site
layson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Trencher
Agency/Owner
City of Sudan
Contract #
TxCDBG Project #7216439
Name & Location of Project
City of Sudan - Water Line Construction
Surety Company
Arthur 1. Gallagher & Co
Sub or Prime Contractor
Jones Engineering
Goods/Services Provided
Water Line
Start & Completion Dates
11/3/17 to 1/11/18
Contract Amount
$112,285.50
Change Orders
$3,300.00
Contact Name/Telephone #
Adam Valenzuela, 806-368-6375, adam@sitecivil.com
Names of Supervisor on Job Site
Von Kimbrell, Ralph Renteria
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, backhoe, water wagon
Page 2 of 11
►0�jV
Agency/Owner
Lubbock Cooper Independent School District
Contract #
n/a
Name & Location of Project
Lubbock Cooper ISD South Elementary Addition and Renovation
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction, Inc.
Goods/Services Provided
Site Utilities
Start & Completion Dates
11/7/17 to 12/27/2018
Contract Amount
$42,554.00
Change Orders
$19,807.77
Contact Name/Telephone #
Michael Haverdink, michaelC,Isandia.com, (806) 745-9450
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Water Wagon
Agency/Owner
CVS Pharmacies
Contract #
n/a
Name & Location of Project
CVS - 82nd and Indiana
Surety Company
n/a
Sub or Prime Contractor
Helker Crawford
Goods/Services Provided
Mun cipal water, Underground fire lines, Sanitary Sewer, Gas & Electric
Start & Completion Dates
11/14/17 to 6/8/18
Contract Amount
$109,600.00
Change Orders
$0.00
Contact Name/Telephone #
Tom Robertson. trobertsonLLheikercrawfurd.com, 214-222-0063 or 940-367-2915
Names of Supervisor on Job Site
Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
City of Muleshoe
Contract #
01.2896.16
Name & Location of Project
City of Muleshoe, Sanitary Sewer Improve-ients, Lift Station Replacement
Surety Company
A J Gallegher
Sub or Prime Contractor
City of Muleshoe, c/o Parkhill, Smith & Cooper
Goods/Services Provided
Sanitary Sewer, Lift Station
Start & Completion Dates
12/5/17 to 7/3/19
Contract Amount
$278,571.00
Change Orders
$53,295.81
Contact Name/Telephone #
Kristian Gonzales, kgonzales@team-psc.com, (806-473-2200)
Names of Supervisor on Job Site
Shane Hickman, Rene Hernandez, 3ayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
City of Plainview, Texas
Contract #
2017
Name & Location of Project
Milwee Lift Station
Surety Company
Arthur J. Gallagher Risk Management Services, Inc.
Sub or Prime Contractor
City of Plainview, Texas
Goods/Services Provided
Gravity Sanitary Sewer Line
Start & Completion Dates
Sub -Contract to UCA
Contract Amount
$886,854.72
Change Orders
-$47,873.00
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Page 3 of 11
2018
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
City of Lubbock 2017-03
n/a
Overton Water Line Replacement
Arthur 1. Gal:egher
City of Lubbock
Water Line Replacement
1/ 15/ 18 to 5f 24/ 18
$314,765.25
-$8,368.65
Adam Nixon, an�xon@mylubbock.us, (806) 775-2344
Rene Hernandez, Shane Hickman, Von Kimbrell
Bryant Sebastian
Backhoe, Vactron, Dump Truck, Boring Machine
City of Lubbock 2017-04
n/a
United Supermarkers Tract A Sewer Line Replacement
Arthur J. Gallegher
City of Lubbock
Sewer Line Replacement
3/ 5/ 18 to 5/ 14/ 18
$119, 505.00
$17,095.25
Adam Nixon, anixon@mylubbock.us, (806) 775-2344
Von Kimbrell, Rene Hernandez
Bryant Sebastian
Backhoe, Mini Excavator, Dump Truck, Loader, Sweeper
Texas Tech University
16053-034 2017-OS
TfU Experimental Science Building II - 16053, 4B-2
n/a
Fiintco
Storm Drainage Utilities
Awarded in 2017 - project did not start until 2019
$97,800.00
$228,441.00
John Bonner, jbonner@flintco.com, 918-232-5836
Charles Armstrong
Bryant Sebastian
Backhoe, Mini Excavator, Dump Truck, Loader
King Street Pub
n/a
King Street Pub - 4" Fireline
n/a
King Street Pub
Install underground Fire Line
5/5/18 - 5/30/18
2017-06
Awarded in 2017, started In 2018
$31,764.88
$0.00
Sally Good, honeysock@gmail.com, 806-993-1010
Jayson Norby, Shane Hickman
Bryant Sebastian
Backhoe, Mini Excavator, Dump Truck, Loader, Sweeper
Page 4 of 11
2.jlS
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
3 L Stephen, Corp 2018-01
17100
SPEC BuAing Materials Office/Warehouse
n/a
Concrete Asphalt Paving (C.A.P.) Inc.
Site Utilities
5/2/ 18 to 3/25/ 19
$42,615.00
$19,334.63
Fernando Torres, fernando@capdfw,net, 972-869-3041
Jayson Norby
Bryant Sebastian
Backhoe, Water Wagon, Boring Machine
City of Lubbock 2018-05
IEC409-076
Chalker Substation
Arthur J. Gallagher
Interstate Electrical Contractors, Inc.
Directional Bore
2/23/18 to 3/13/18
$ 68,642.00
$7,589.86
Leonard Warren, 303-420-6400,
Jayson Norby, Rene Hernandez
Bryant Sebastian
Vactron, Backhoe, Water Wagon
leonardw@interstateelectrical. net
Lubbock Boys & Girls Club 2018-12
17-007-050
Lubbock Boys & Girls Club (Talkington)
n/a
Pharr & Co
Site Utilities
3/19/18 to 4/13/18
$79,334.00
$1,150.00
Jason Pharr, jason@pharrco.com, 806-472-4724
Von Kimbrell
Bryant Sebastian
Water Wagon, Backhoe, Excavator, Dump Truck
Americot, Inc. 2018-13
1803-02600
Americot Office Build,ng
n/a
Lee Lewis Construction, Inc.
Site Utilities
4/ 24/ 18 to 6/6/ 19
$110, 374.00
$12,794.00
Brandon Mitchell, bmitchell@leelewis.com, 806-928-8903
Von Kimbrell
Bryant Sebastian
Backhoe, Water Wagon, Excavator, Dump Truck
Page 5 of 11
2018
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Heath South 2018-15
n/a
Health South Plains Rehab
n/a
HOAR Construction
Site Utilities
3/ 19/ 18 to 4/9/ 19
$41,607.00
$203,524.00
Ben Carmichael, bcarmichael@HOAR.com, 205-423-2315
Shane Dickman
Bryant Sebastian
Water Wagon, Backhoe, Excavator, Dump Truck
Xcel Energy 2018-19
n/a
Tahoka ISD Middle School (E, W & S)
n/a
Xcel Energy
Bore
4/ 16/ 18 to 5/ 3/ 18
$27,099.60
$0.00
John Gardner, john.gardner@xcelenergy.com, (806-787-5834)
Mark Patterson
Byrant Sebastian
Backhoe, Ditcher, Boring Machine
City of Lubbock 2018-27
218061
Airport Radio Building
n/a
Lubbock Power & Light
Electric
4/30/18 to 5/10/18
$33,215.00
$0.00
David Steinbaugh, dsteinbaugh@lpandl.com, (806-775-2558)
Rene Hernandez
Bryant Sebastian
Backhoe, Vactron, Dump Truck
Lubbock International Airport 2018-36
1782
LIA CONRAC
n/a
Lee Lewis Construction, Inc.
Site Utilities
6/6/18 to 7/18/19
$301,009,00
$9,713.00
David Clower, 806-797-8400, dclower@leelewis.com
Shane Hickman, Jayson Norby
Bryant Sebastian
Backhoe, Vactron, Dump Truck, Excavator
Page 6of11
2018
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Qualsty
Type of Equipment Used
Texas Tech University 2018-37
n/a
TTU Credit Union - Main Branch
n/a
DBSI, Inc.
Site Utilities
7/5/18 to 7/30/19
$70,553.00
$2,720.23
Jesse Hamilton, jhamilton@dbsi-inc.com, 602 264-7263
Shane Hickman
Bryant Sebastian
Backhoe, Excavator, Dump Truck
City of Lubbock 2018-32
218059
1319 Main
n/a
Lubbock Power & Light
New Manhole/New Conduit
5/24/18to 6/13/18
$28,127.50
$0.00
]arrod Huse, jhuse@maii.ci.lubbock.tx.us, (806) 775-2572
Rene Hernandez, Shane Hickman, Dylan Stephenson
Bryant Sebastian
Ditcher, Vactron, Backhoe, Dump Truck
69th Street Development LTD 2018-39
n/a
Commons East, Tract 3
n/a
CMS Properties
Install new water line
6/ 15/ 18 to 7/ 11/ 18
$63,115.20
$10,157.00
Lindsay Northcut, lndsay@crospropertiesinc.com, 806-794-1492
Albert Moreno
Bryant Sebastian
Ditcher, Backhoe, Dump Truck, Excavator
City of Lubbock 2018-48
RFP 7125-18-ELD
Home Depot and Bangor Avenue Bore
Arthur J. Gallegher
LP&L
Bore
8/10/18 to 12/4/18
$459,065.00
$0.00
Lee Roy Martinez, lrmartinez@lpand Isom, 806-789-5602
Rene Hernandez
Bryant Sebastian
Boring Machine, Backhoe, Dump Truck
Page 7of11
2018
Agency/Owner
TTU Health Sciences Center 2018-55
Contract #
n/a
Name & Location of Project
TTUHSC Academic Event Center
Surety Company
A J Gallagher
Sub or Prime Contractor
Hill & Wilkinson
Goods/Services Provided
Water, Sewer and Underground Fire Line
Start & Completion Dates
11/12/18 to 7/2/19
Contract Amount
$92,646.00
Change Orders
$3,482.00
Contact Name/Telephone #
Danny Elmore, delmore@hill-wilkinson.com, 806.451.1996 or 806.698.4287
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Backhoe, Dump Truck, Excavator
Agency/Owner
Hub City Vet Clinic 2018-56
Contract #
n/a
Name & Location of Project
Hub City Vet Clinic
Surety Company
n/a
Sub or Prime Contractor
Madewell Construction
Goods/Services Provided
Underground Fire Line
Start & Completion Dates
7/27/18 to 11/1/18
Contract Amount
$29,240.00
Change Orders
$0.00
Contact Name/Telephone #
Paul, paul@madewell-construction.com, 937-798-1475
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Dozer, Backhoe, Water Truck
Agency/Owner
City of Lubbock 2018-33
Contract #
218059
Name & Location of Project
1111 Main
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power & Light
Goods/Services Provided
Electrical
Start & Completion Dates
7/24/18 to 8/3/18
Contract Amount
$29,931.50
Change Orders
$0.00
Contact Name/Telephone #
Jarrod Huse, jhuse@mail.ci.lubbock.tx.us, (806) 775-2572
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Vactron, Backhoe, Dump Truck
Agency/Owner
City of Lubbock 2018-58
Contract #
713918
Name & Location of Project
Slide Road and Erskine Avenue Bore
Surety Company
Arthur J. Gallegher
Sub or Prime Contractor
LP&L
Goods/Services Provided
Bore
Start & Completion Dates
10/25/18 to 1/27/20
Contract Amount
$496,713.00
Change Orders
$41,895.10
Contact Name/Telephone #
Lee Roy Martinez, Irmartinez@lpand Isom, 806-789-5602
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Boring Machine, Ditcher, Vactron, Backhoe, Dump Truck
Page 8 of 11
2018
Agency/Owner
City of Lubbock 2018-57
Contract #
218102
Name & Location of Project
13th and Avenue O
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power and Light
Goods/Services Provided
Site Utilities
Start & Completion Dates
6/29/18 to 10/4/18
Contract Amount
$33,372.50
Change Orders
$0.00
Contact Name/Telephone #
Jarred Huse, jhusePmai,.ci.lubbock.tx.us, 806-745-2559
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Qua; ty
Bryant Sebastian
Type of Equipment Used
Backhoe, Loader, Excavator
Agency/Owner
The Cheesecake Factory 2018-69
Contract #
SC 3610 012
Name & Location of Project
Cheesecake Factory
Surety Company
n/a
Sub or Prime Contractor
RCC Associates, Inc.
Goods/Services Provided
Site Utilities
Start & Completion Dates
9/11/18 to 11/5/113
Contract Amount
$76,132.00
Change Orders
$0.00
Contact Name/Telephone #
Rene Cuello, 954 234-7840, rcuello@rccassociates.com
Names of Supervisor on lob Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Vactron, Backhoe, Dump Truck
Agency/Owner
City of Wolfforth 2018-67
Contract #
n/a
Name & Location of Project
Frenship Park Utilitiy Extension
Surety Company
Arthur J Gallagher
Sub or Prime Contractor
City of Woifforth
Goods/Services Provided
Site Utilities
Start & Completion Dates
9/13/18 to 1/10/19
Contract Amount
$90,445.56
Change Orders
$7,660.00
Contact Name/Telephone #
Tanner Lansford, tanner.lansford@ojdengineering.com, 806-791-2300
Names of Supervisor on Job Site
Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Loader, Excavator
Agency/Owner
City of Lubbock 2018-72
Contract #
n/a
Name & Location of Project
Lubbock International Airport Bore
Surety Company
n/a
Sub or Prime Contractor
High Country Contractors
Goods/Services Provided
Bore
Start & Completion Dates
11/27/18 to 11/28/18
Contract Amount
$28,114.80
Change Orders
$0.00
Contact Name/Telephone #
Mark Beal, mark@highcountry.biz, 405-547-8615
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Boring Machine, Backhoe, Loader, Dump Truck
Page 9 of 11
2D1r
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Qua ty
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on lob Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Covenant Health Systems 2018-76
n/a
CHS Demo Infill Project
n/a
Dunn + Teinert, A Joint Venture Company
Basement Excavation/ Backfill
10/10/18 to 11/26/18
$46, 460.00
Kevin Karagias, Project Manager - kevin.karagias@jedunn.com - 214-490 7627
Rene Hernandez, Shane Hickman
Bryant Sebastian
Excavator, Backhoe, Loader, Dump Truck
City of Lubbock
2018-77
Sewer Line Replacement at 3rd Street from Ave S to Waco Ave
Arthur J Gallagher
City of Lubbock
Sewer Line Replacement
1/2/19 to 8/29/19
$506,734.65
$ 3, 76 5.00
Zoltan Fekete, zfekete@mylubbock.us, 806-775-3150
Shane Hickman
Bryant Sebastian
Backhoe, Excavator, Loader, Dump Truck, Excavator
City of Lubbock 2018-79
n/a
LP&L Red Raider Substation Duct Bank
n/a
Brandt Industrial
Bore
2/12/19 to 9/20/19
$322,565.00
$0.00
Haley Joy, Project Manager, (972) 395 6339, haley.joy@brandt-industrial.com
Rene Hernandez
Bryant Sebastian
Backhoe, Excavator, Loader, Dump Truck, Excavator
69th Street Development LTD 2018-80
n/a
Commons Tracts K & ]
n/a
CMS Properties
Sewer
11/14/18to 11/29/18
$34,700.00
$0.00
Alan Moore, amoore@crosproperties.com, 806-794-1492
Rene Hernandez
Bryant Sebastian
Backhoe, Loader, Excavator
Page 10 of 11
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Agency/Owner
City of Lubbock 2018-90
Contract #
19-7018-ELD
Name & Location of Project
Hydrovac Excavation Services - Various Locations
Surety Company
n/a
Sub or Prime Contractor
Lubbock Power and Light
Goods/Services Provided
Hydrovac
Start & Completion Dates
12/28/18 to 2/11/19
Contract Amount
$29,800.00
Change Orders
Contact Name/Telephone #
Felix Orta, 806-775-3829, forta@lpandi.com
Names of Supervisor on Job Site
Johnny Matheny
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Sterling Vatron, Backhoe, Dump Truck
Agency/Owner
Covenant Health Systems 2018-84
Contract #
n/a
Name & Location of Project
CHS New West Tower Project
Surety Company
n/a
Sub or Prime Contractor
Dunn f Teinert, A Joint Venture Company
Goods/Services Provided
Backfill and compact
Start & Completion Dates
12/4/18 to 12/18/18
Contract Amount
$26,900.00
Change Orders
Contact Name/Telephone #
Kevin Karagias, Project Manager - kevin.karagias@jedunn.com - 214-490-7627
Names of Supervisor on Job Site
Rene Hernandez, Shane Hickman
Name of Project Mgr/Safety/quality
Bryant Sebastian
Type of Equipment Used
Excavator, Backhoe, Loader, Dump Truck
Page 11 of 11
2s] 19
Agency/Owner
W -)Ifforth Land CoAron Horse LLC
Contract #
2019-68
Name & Location of Project
Iron Horse Addition, Municipal
Surety Company
Sub or Prime Contractor
Wolfforth Land Co./Iron Horse LLC
Goods/Services Provided
Utility Improvements
Start & Completion Dates
11/11/19-10/21/2020
Contract Amount
$820,351.50
Change Orders
$64,911.12
Change Orders
$22,311.82
Contact Name/Telephone #
Robert Holmes, robertC�hhhfundi.com,
Names of Supervisor on Job Site
David Quigley
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Boring Machine, Backhoe, Trencher, Water Truck, Excavator
Agency/Owner
City of Lubbock, Lubbock Power & Light
Contract #
714319 2019-64
Name & Location of Project
Spur 327 and Milwaukee Avenue Bore
Surety Company
Arthur J. Gallagher Risk Management Services, Inc.
Sub or Prime Contractor
Lubbock Power and Light
Goods/Services Provided
Bore
Start & Completion Dates
10/23/19-4/15/2020
Contract Amount
$1,000,455.30
Change Orders
$3,405.00
Contact Name/Telephone #
LeeRoy Martinez, Irmartinez@lpandl.com
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Boring Machine, Backhoe, Trencher, Water Truck, Excavator
Agency/Owner
City of Lubbock 2018-77
Contract #
n/a
Name & Location of Project
Sewer Line Replacement at 3rd Street from Ave S to Waco Ave
Surety Company
Arthur J Gallagher
Sub or Prime Contractor
City of Lubbock
Goods/Services Provided
Sewer Line Replacement
Start & Completion Dates
1/2/19 to 8/29/19
Contract Amount
$506,734.85
Change Orders
$3,765.00
Contact Name/Telephone #
Zo'.tan Fekete, zfekete@mylubbock.us, 806-775-3150
Names of Supervisor on Job S to
Shane Hickman
Name of Project Mgr/Safety/Qua ty
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Loader, Dump Truck, Excavator
Agency/Owner
City of Wolfforth 2018-67
Contract #
n/a
Name & Location of Project
Frenship Park Utilitly Extension
Surety Company
Arthur J Gallagher
Sub or Prime Contractor
City of Wolfforth
Goods/Services Provided
Site Utilities
Start & Completion Dates
9/13/18 to 1/10/19
Contract Amount
$90,445.56
Change Orders
$7,660.00
Contact Name/Telephone #
Tanner Lansford, tanner. lansford@ojdengineering.com, 806-791-2300
Names of Supervisor on Job Site
Jayson Norby
Name of Project Mgr/Safety/Qua!ity
Bryant Sebastian
Type of Equipment Used
Backhoe, Loader, Excavator
Page 1 of 8
2019
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
J L Stephens Corp
17100
SPEC Building Materials Office/Warehouse
n/a
Concrete Asphalt Paving (C.A.P.) Inc.
Site Utilities
5/2/18 to 3/25/19
$42,615.00
$19, 334.63
Fernando Torres, Fernando@capdfw.net, 972-869-3041
3ayson Norby
Bryant Sebastian
Backhoe; Water Wagon, Boring Machine
Texas Tech University
16053-034
TTU Experimental Science Building II - 16053, 4B-2
n/a
Flintco
Storm Drainage Utilities
1/8/19 to 9/27/19
$97,800.00
$ 2 28,441.00
John Bonner, jbonner@flintco.com, 918-232-5836
Charles Armstrong
Bryant Sebastian
Backhoe, Mini Excavator, Dump Truck, Loader
Health South
n/a
Health South Plains Rehab
n/a
HOAR Construction
Site Utilities
3/ 19/ 18 to 4/9/ 19
2018-01
2017-05
2018-15
$41,607.00
$187, 604.00
Ben Carmichael, bcarmichael@HOAR.com, 205-423-2315
Shane Hickman
Bryant Sebastian
Water Wagon, Backhoe, Excavator, Dump Truck
City of Lubbock 2018-58
713918
Slide Road and Erskine Avenue Bore
Arthur J. Gallegher
LP&L
Bore
10/25/18 to 1/27/20
$496,713.00
$ 41,895.10
Lee Roy Martinez, irmartinez@lpand Isom, 806-789-5602
Rene Hernandez
Bryant Sebastian
Boring Machine, Ditcher, Vactron, Backhoe, Dump Truck
Page 2 of 8
2019
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
City of Lubbock 2018-79
n/a
LP&L Red Raider Substation Duct Bank
n/a
Brandt Industrial
Bore
2/12/19 to 10/25/19
$322, 565.00
$0.00
Haley Joy, Project Manager, (972) 395-6339, haley.joy@brandt-industrial.com
Rene Hernandez
Bryant Sebastian
Backhoe, Excavator, Loader, Dump Truck, Excavator
City of Lubbock
19-7018-ELD
Hydrovac Excavation Services - Various Locations
n/a
Lubbock Power and Light
Hydrovac
12/28/18 to 2/11/19
$29,800.00
Felix Orta, 806-775-3829, forta@lpandl.com
Johnny Matheny
Bryant Sebastian
Sterling Vactron, Backhoe, Dump Truck
Texas Tech University Health Sciences Center
269601-001
TTUHSC 12' Sanitary Sewer Line
n/a
Vaughn Construction
12" Sanitary Sewer
2/19/19 to 11/6/19
2018-90
2019-03
$507,940.00
$26,931 00
Kelly Dennard, kdennard@vaughnconstruction.com, 806-368-3497
Mike Cardenas
Bryant Sebastian
Loader, Backhoe, Excavator
Pagosa Partners, LTD
1752-02600 2017
West End Phase III
n/a
Lee Lewis Construction, Inc.
Sanitary Sewer, Fire Line, Municipal Water, Private Water
9/ 5/ 17 to 2/ 18/ 19
$164,459.00
$4,405.00
Brandon Mitchell, bm-,tchell@leelewis com, 806-797-8400
Jayson Norby
Bryant Sebastian
Backhoe, Trencher
Page 3 of 8
201:f
Agency/Owner
Lubbock International Airport 2018-36
Contract #
1782
Name & Location of Project
LIA CONRAC
Surety Company
n/a
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Site Utilities
Start & Completion Dates
6/6/18 to 8/21/19
Contract Amount
$301,009.00
Change Orders
$9,713.00
Contact Name/Telephone #
David Clower, 806-797-8400, dclower@leelewis.com
Names of Supervisor on Job Site
Shane Hickman, Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Vactron, Dump Truck, Excavator
Agency/Owner
City of Muleshoe 2017
Contract #
01.2896.16
Name & Location of Project
City of Muleshoe, Sanitary Sewer Improvements, Lift Station Replacement
Surety Company
A J Gallegher
Sub or Prime Contractor
City of Muleshoe, c/o Parkhill, Smith & Cooper
Goods/Services Provided
Sanitary Sewer, Lift Station
Start & Completion Dates
12/5/17 to 7/3/19
Contract Amount
$278,571.00
Change Orders
$53,295.81
Contact Name/Telephone #
Kristian Gonzales, konzales@team-psc.com, (806-473-2200)
Names of Supervisor on Job Site
Shane Hickman, Rene Hernandez, Jayson Norby
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher
Agency/Owner
Lubbock Cooper Independent School District
Contract #
n/a 2019-08
Name & Location of Project
LCISD New Middle School
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction
Goods/Services Provided
2018 Bond Improvements
Start & Completion Dates
3/11/19 to 7/22/20
Contract Amount
$9,850.00
Change Orders
$251,524.00
Contact Name/Telephone #
Michael Haverdink, michael@sandia.com, (806) 745-9450
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Excavator, Water Truck
Agency/Owner
TTU Health Sciences Center
Contract #
n/a 2018-55
Name & Location of Project
TTUHSC Academic Event Center
Surety Company
A J Gallagher
Sub or Prime Contractor
Hill & Wilkinson
Goods/Services Provided
Water, Sewer and Underground Fire Line
Start & Completion Dates
11/12/18 to 9/30/19
Contract Amount
$92,646.00
Change Orders
$3,482.00
Contact Name/Telephone #
Danny Elmore, delmore@hill-wilkinson.com, 806.451.1996 or 806.698.4287
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Backhoe, Dump Truck, Excavator
Page 4 of 8
2019
Agency/Owner
Texas Department of Transportation
Contract #
9692 2019-24
Name & Location of Project
Water Distribution Lines Replacement, Lubbock Headquarters
Surety Company
Merchants Bonding Company, A ] Gallagher
Sub or Prime Contractor
TX DOT PO#601CT0000021280
Goods/Services Provided
Water
Start & Completion Dates
8/6/19 to 12/16/19
Contract Amount
$394,000.00
Change Orders
Contact Name/Telephone #
Greg Reynolds, greg,reynolds@txdot.gov, 806-477-0655
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Ditcher, Backhoe, Dump Truck, Excavator
Agency/Owner
Lubbock Power and Light
Contract #
n/a 2019-30
Name & Location of Project
McDonald Substation
Surety Company
n/a
Sub or Prime Contractor
Brandt Industrial
Goods/Services Provided
Electric
Start & Completion Dates
4/29/19 to 8/22/19
Contract Amount
$144,209.00
Change Orders
$0.00
Contact Name/Telephone #
Haley Joy, haley.joy@brandt.us, 214.601.6018
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Boring Machine, Loader, Dump Truck, Water Truck
Agency/Owner
Westwind Realty, LP
Contract #
2018009.318 2019-41
Name & Location of Project
Grace Site Utilities
Surety Company
n/a
Sub or Prime Contractor
Skiles Group
Goods/Services Provided
Domestic Water, Gas, Sanitary Sewer
Start & Completion Dates
5/29/2019 to11/19/2020
Contract Amount
$406,881.00
Change Orders
$32,039.37
Change Orders
$49,339.13
Contact Name/Telephone #
Nathan Wilke, PM, 972-644-2444, nwilke@skilesgroup.com
Names of Supervisor on Job Site
Charles Armstrong
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Exl.dVdLor, Ladder
Agency/Owner
Lubbock Cooper Independent School System
Contract #
n/a 2019-46
Name & Location of Project
LCISD South Middle School, Pkg 3
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction
Goods/Services Provided
Site Utilities
Start & Completion Dates
7/30/19-12/29/2020
Contract Amount
$62,760.00
Change Orders
$5,688.00
Change Orders
$5,473.48
Contact Name/Telephone #
David Gonzales, david@sandiaconst.com, 806-441-3996
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Ditcher, Loader, Dump Truck
Page 5 of 8
2019
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Westwind Realty, LP
2018009.31E
Covenant Municipal Utilities
n/a
Skiles Group
Domestic Water, Gas, Sanitary Sewer
6/10/19to 10/24/19
$433,216.00
Nathan Wilke, PM,
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader,
2019-43
972-644-2444, nwilke@skilesgroup,com
Trackhoe, Trencher
Americot, Inc. 2018-13
1803-02600
Americot Office Building
n/a
Lee Lewis Construction, Inc.
Site Utilities
4/24/18 to 6/6/19
$110, 374.00
$12, 794.00
Brandon Mitchell, bmitchell@leelewis.com, 806-928-8903
Von Kimbrell
Bryant Sebastian
Backhoe, Water Wagon, Excavator, Dump Truck
Texas Tech University
n/a
TTU Credit Union - Main Branch
n/a
DBSI, Inc.
Site Utilities
7/5/18 to 7/30/19
$70,553.00
$2,720.23
Jesse Hamilton, jhamilton@dbsi-inc.com, 602-264-7263
Shane Hickman
Bryant Sebastian
Backhoe, Excavator, Dump Truck
Texas Department of Transportation - Project Cancelled
Dickens County Maintenance Facility
Merchants Bonding Company, A J Gallagher
TX DOT
Drainage Improvements
Awarded, not started
$719,821.00
Greg Reynolds, greg.reynolds@txdot.gov, 806-477-0655
Bryant Sebastian
2018-37
2019-57
Page 6 of 8
2019
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
NdMe of PrujeLt Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
City of Lubbock, Lubbock Power & Light
219006
701 Avenue J, Lubbock Avalanche Journal
n/a
Lubbock Power & Light
Trench & Instal! Conduit
10/8/19 to 11/5/19
$25,751.25
2019-63
Austin Board, ABoard@mail.ci.lubbock.tx.us, O (806) 775-2503, C (806) 778-3069
David Quigley
Bryant Sebastian
Backhoe, Excavator, Dump Truck
City of Lubbock, Lubbock Power and Light
219083 2019-17
10209 N. Fir, W L Plastics
n/a
Lubbock Power and Light
Bore
10/24/19 - 11/11/19
$39,018.50
$0.00
Lee Roy Martinez, Irmartinez@lpandl.com, 806-789-5602
David Quigley
Bryant Sebastian
Boring Machine, Vactron, Backhoe, Water Truck
City of Post
n/a 2019-65
Hwy 84 and CR 399
n/a
City of Post
Water Leak
10/15/19 to 10/21/19
$28,663.30
$0.00
Mike Colvin, mcolvin@postgarza.net
Rene Hernandez
Brydnl Sebastian
Boring machine, backhoe, trancher, water truck
City of Lubbock 2019-61
219111
Northwest Substation
n/a
Lubbock Power & Light
Electric
9/23/19to 1/3/2020
$46,221.20
$0.00
Tim Stice
Shane Hickman
Bryant Sebastian
Backhoe, Trencher, Water Truck, Excavator
Page 7 of 8
2019
Agency/Owner
Wolfforth Land Co./Iron Horse LLC
Contract #
n/a 2019-75
Name & Location of Project
Iron Horse Addition, Storm Sewer
Surety Company
Sub or Prime Contractor
Wolfforth Land Co./Iron Horse LLC
Goods/Services Provided
Storm Sewer
Start & Completion Dates
12/19/19-10/20/2020
Contract Amount
$544,857.10
Change Orders
Contact Name/Telephone #
Robert Holmes, robert@hhhfundi.com,
Names of Supervisor on Job Site
David Quigley and Charles Armstrong
Name of Project Mgr/Safety/Quality
Billy Copeland
Type of Equipment Used
Boring Machine, Backhoe, Trencher, Water Truck, Excavator
Page 8 of 8
2020
Agency/Owner
City of Lubbock
Contract #
713918 2018-58
Name & Location of Project
Slide Road and Erskine Avenue Bore
Surety Company
Arthur J. Gallegher
Sub or Prime Contractor
LP&L
Goods/Services Provided
Bore
Start & Completion Dates
10/25/18 to 1/27/20
Contract Amount
$496,713.00
Change Orders
$41,895.10
Contact Name/Telephone #
Lee Roy Martinez, Irmartinez@lpand Isom, 806-789-5602
Names of Supervisor on Job Site
Rene Hernandez
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Boring Machine, Ditcher, Vactron, Backhoe, Dump Truck
Agency/Owner
Lubbock Cooper Independent School District
Contract #
n/a 2019-08
Name & Location of Project
LCISD New Middle School
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction
Goods/Services Provided
2018 Bond Improvements
Start & Completion Dates
3/11/19 to 7/22/20
Contract Amount
$9,850.00
Change Orders
$251,524.00
Contact Name/Telephone #
Michael Haverdink, michaei@sandia.com, (806) 745-9450
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Ditcher, Excavator, Water Truck
Agency/Owner
Westwind Realty, LP
Contract #
2018009.31B 2019-41
Name & Location of Project
Grace Site Utilities
Surety Company
n/a
Sub or Prime Contractor
Skiles Group
Goods/Services Provided
Domestic Water, Gas, Sanitary Sewer
Start & Completion Dates
5/29/19 to 1/23/20
Contract Amount
$406,881.00
Change Orders
$32,039.37
Contact Name/Telephone #
Nathan Wilke, PM, 972-644-2444, nwilke@skilesgroup.com
Names of Supervisor on Job Site
Charles Armstrong
Name of Project Mgr/Safety/quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Loader
Agency/Owner
Lubbock Cooper Independent School System
Contract #
n/a 2019-46
Name & Location of Project
LCISD South Middle School, Pkg 3
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction
Goods/Services Provided
Site Utilities
Start & Completion Dates
7/30/19 4/23/2020
Contract Amount
$62,760.00
Change Orders
$5,688.00
Change Orders
$5,473.48
Contact Name/Telephone #
David Gonzales, david@sandiaconst.com, 806-441-3996
Names of Supervisor on Job Site
Shane Hickman
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Ditcher, Loader, Dump Truck
Page 1 of 7
202U
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Sete
Name of Project Mgr/Safety/Q;,ality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
I ype of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
City of i ubbock
219111
Northwest Substation
n/a
Lubbock Power & Light
Electric
9/23/19 to 1/3/2020
$46,221.20
$0.00
Tim Stice
Shane Hickman
Bryant Sebastian
Backhoe, Trencher, Water Truck, Excavator
City of Lubbock, Lubbock Power & Light
714319
Spur 327 and Milwaukee Avenue Bore
Arthur 1. Gallagher Risk Management Services, Inc.
Lubbock Power and Light
Bore
10/23/19 to 4/15/2020
$1,000,455.30
$3,405.00
LeeRoy Martinez, Irmartinez@lpandl.com
Shane Hickman
Bryant Sebastian
2019-61
2019-64
Boring Machine, Backhoe, Trencher, Water Truck, Excavator
Wolfforth Land Co./Iron Horse LLC
N/A
Iron horse Addition, Municipal
2019-68
Wolfforth Land Co./Iron Horse LLC
Utility Improvements
11/11/19-10/21/2020
$ 820, 3 51.50
$64,911.12
$22,311.82
Robert Holmes, robert@hhhfundi.com,
David Quigley
Bryant Sebastian
Boring Machine, Backhoe, Trencher, Water Truck, Excavator
Wolfforth Land Co./Iron Horse LLC
N/A 2019-75
Iron Horse Addition, Storm Sewer
Wolfforth Land Co./Iron Horse LLC
Storm Sewer
12/ 19/ 19-10/20/2020
$ 544,857.10
Robert Holmes, robert@hhhfundi.com,
David Quigley and Charles Armstrong
Billy Copeland
Boring Machine, Backhoe, Trencher, Water Truck, Excavator
Page 2 of 7
2WO
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job S.te
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Tahoka ISD
19-1995
Tahoka HS Gym
2020-06
n/a
Lee Lewis Construction, Inc.
Water, Sewer and U/G Fire Line
4/30/2020 On Going
$162,370,00
$6,888,00
Neil Easter, Sr, Project ManagNr, 806 441-2009, neaster@leelewis.L:JfTl
Bryant Sebastian
City of Lubbock, Lubbock Power & Light
711620
Downtown Construction, Phase I
Arthur J. Galtegher
Lubbock Power & Light
Overhead to Underground Services
4/9/20 - 12/23/2020
$1,484, 580.04
LeeRoy Martinez, Irmartinez@tpandl.com
Mike Williams
Bryant Sebastian
Vactron, Backhoe, Excavator, Loaderand Dump Truck
Enviro Tech, Levelland
N/A
Enviro Tech, Levelland
n/a
Lamb County Electric Co op
Electric
3/2/2020 to 3/12/2020
$44,314.00
$0.00
Brad Black
Joe Tansey
Bryant Sebastian
Backhoe, Excavator, Loader
City of Wolfforth
N/A
Iron Horse Well Collection
n/a
City of Wolfforth
Well Collection Line
3/31/2020 to 6/13/2020
$46, 374.00
$1,350.00
Jared Wesley, jwesley@wolfforthtx.us, 806-855-4124
Albert Moreno/David Quigley
Bryant Sebastian
Backhoe, Excavator, Loader
2020-07
2020-08
2020-09
Page 3 of 7
KIPIR
Agency/Owner
Downing
Contract #
N/A 2020-14
Name & Location of Project
Corteva Lubbock GD Build:ng
Surety Company
n/a
Sub or Prime Contractor
Deerwood Construction, Inc.
Goods/Services Provided
Site Utility Work
Start & Completion Dates
4/22/2020-8/3/2020
Contract Amount
$121,170.00
Change Orders
$5,305.00
Contact Name/Telephone #
Mike Hoover, 515 442 0615, mikehl. downingconstruct.com
Names of Supervisor on Job Site
Albert Moreno
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Loader; Excavator
Agency/Owner
Lubbock Cooper ISD
Contract #
#2006BID 2020-18
Name & Location of Project
LCISD AG Facilities Expansion, Project B
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction, Inc.
Goods/Services Provided
Site Utilities
Start & Completion Dates
6/22/2020-9/16/2020
Contract Amount
$159,269.00
Change Orders
Contact Name/Telephone #
Lance Landusky, lance@sandiaconst.com, 806-445-3802
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Loader, Excavator
Agency/Owner
Lubbock Cooper ISD
Contract #
N/A 2020-15
Name & Location of Project
LCISD New Bus Maintenance/Transportation Facility, Project A
Surety Company
n/a
Sub or Prime Contractor
Sandia Construction, Inc.
Goods/Services Provided
Site Utilities
Start & Completion Dates
6/15/2020-11/2/2020
Contract Amount
$349,660.00
Change Orders
Contact Name/Telephone #
Lance Landusky, lance@sandiaconst.com, 806-445-3802
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Loader
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
USDA
AA-2038
USDA Lubbock Cotton Classing Lab
Lee Lewis Construction, Inc.
Site Utilities
6/19/20-11/13/20
$570,899.00
Amy Boll inger/797-8400
Lee Lewis Construction, Inc.
Bryant Sebastian
Backhoe, Excavator, Loader
2020-17
Page 4 of 7
2020
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Graco Real Estate Development, Inc.
AA-2037
Starbucks - Civil, 11805 Quaker Avenue, Lubbock
LLCI
Site Utilities
7/20/2020-11/16/2020
$244,255.00
$18,893.00
David Clower/797-8400
Lee Lewis Construction, Inc
Bryant Sebastian
Backhoe, Excavator, Loader
Fastenal
N/A
Fastenal 50th & Ivory Lubbock, TX
Anchor Construction
Site Utilities
7/23/2020-11/2312020
$82,959.50
$6,597
Josh Jacka, jjacka@anchorconstruction.com
Bryant Sebastian
Vactron, Backhoe, Loader
Wolfforth Land Co.
N/A
Windsor at Preston Manor
Wolfforth Land Co.
Site Utilities
9/10/2020-10/23/2020
$163,450.00
$3,183.00
Robert Holmes, robert@hhhfundi.com,
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
Hoar Construction
4475.001
South Plains Rehab Addition
Hoar Construction
Site Utilities
10/23/20-11/ 19/2020
$126,705.00
Name of Project Mgr/Safety/Quality Bryant Sebastian
Type of Equipment Used Backhoe, Excavator, Loader
2020-19
2020-21
2020-23
2020-24
Page 5 of 7
�_021J
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Pharr & Company
N/A
Ropesville Water Line Extension
Pharr & Company
Site Utilities
10/5/2020-12/21/2020
$53,290.00
$918.70
Albert Moreno
Bryant Sebast'an
Backhoe, Excavator, Loader
Lubbock Power & Light
N/A
Sub -Feeders
Lubbock Power & Light
10/29/2020-11/18/2020
$49,979.00
Austin Board/aboard@mail.ci.lubbock.txus
Albert Moreno
Bryant Sebastian
Backhoe, Excavator, Loader, Dump Truck
City of Post
N/A
Water Line 14th Street
City of Post
Water
11/ 16/2020-12/3/2020
$46,760.00
Mike Colvin 806-495-2811 City of Post
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
Collier Construction
N/A
Christ in Action
Collier Construction
Site Utilities
11/19/2020-12/10/2020
$26,075.00
$1,476.90
Albert Moreno
Bryant Sebastian
Backhoe, Loader
2020-25
2020-26
2020-27
2020-29
Page 6 of 7
2F'-',!
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Priject Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Qua ty
Type of Equipment Used
Hugo Reed
N/A
C. D. Elliston
Hugo Reed
Site Utilities
09/15/2020-10/23/2020
$87,947.20
Bryant Sebastian
Backhoe, Excavator, Loader
Hugo Reed
N/A
Hide Away Estates
Water & Sewer
Started 5/7/2021-On Going
$216,823.15
Greg Navert 806-763-5642 gnavert@hugoreed.com
Albert Moreno
Bryant Sebastian
Backhoe, Excavator, Loader
Okland Construction
Job # 2051
Martillo (Amazon) Project
Okland Construct -on
Water & Sewer
12/15/2020-9/ 1/2021
$1, 612,918.00
$213,715.00
Thomas Unga 801-486-0144 /Thomas.Unga@okland.com
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
City of Lubbock
713918
Slide Road and Erskine Avenue Bore
Arthur J. Gallegher
LP&L
Bore
10/25/18 to 1/27/20
2020-31
2020-32
2020-33
2018-58
$496,713.00
$41,895.10
Lee Roy Martinez, Irmartinez@lpand Isom, 806-789-5602
Rene Hernandez
Bryant Sebastian
Boring Machine, Ditcher, Vactron, Backhoe, Dump Truck
Page 7 of 7
2!7) 1
Agency/Owner
Tahoka ISD
Contract #
19-1995 2020-06
Name & Location of Project
Tahoka HS Gym
Surety Company
n/a
Sub or Prime Contractor
Lee Lewis Construction, Inc.
Goods/Services Provided
Water, Sewer and U/G Fire Line
Start & Completion Dates
4/30/2020-Ongoing
Contract Amount
$162,370.00
Change Orders
$6,888.00
Contact Name/Telephone #
Ned Easter, Sr, Project Ma 3q,r, 806-441-2009, neaster@leelewis.com
Names of Supervisor on Job Site
Charles Armstrong
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Agency/Owner
Okland Construction 2020-33
Contract #
Job # 2051
Name & Location of Project
Martillo (Amazon) Project
Surety Company
Sub or Prime Contractor
Okland Construction
Goods/Services Provided
Water & Sewer
Start & Completion Dates
12/15/2020-9/1/2D21
Contract Amount
$1,612,918.00
Change Orders
$213,715.00
Contact Name/Telephone #
Thomas Unga 801-486-0144 /Thomas.Unga@okland.com
Names of Supervisor on Job Site
Roy Aguilar
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Loader
Agency/Owner
City of Littlefield 2021-01
Contract #
AIA Doc A401-2017
Dame & Location of Project
Sewer Line
Surety Company
Sub or Prime Contractor
City of Littlefie!d
Goods/Services Provided
Sanitary Sewer
Start & Completion Dates
1/13/2021-2/2/2021
Contract Amount
$85,390.00
Change Orders
Contact Name/Telephone #
Mitch Grant 806 385 9202/mgrant �ifdtx.city
Names of Supervisor on Job Site
Roy Aguilar
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Loader
Agency/Owner
Hugo Reed 2020-32
Contract #
N/A
Name & Location of Project
Hide Away Estates
Surety Company
Sub or Prime Contractor
Hugo Reed
Goods/Services Provided
Water & Sewer
Start & Completion Dates
Started 5/7/2021 On Going
Contract Amount
$216,823.15
Change Orders
Contact Name/Telephone #
Greg Navert 806-763-5642 gnavert@hugoreed.com
Names of Supervisor on Job Site
Albert Moreno
Name of Project Mgr/Safety/Quality
Bryant Sebastian
Type of Equipment Used
Backhoe, Excavator, Loader
Page 1 of 5
2021
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/SafetyiQuality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
LP&L
221003
X-Fab Project
LP&L
Electric
2/15/21- 3/5/21
$49,000.00
Leroy Martinez 806-775-2695 Irmartinez@mail.ci.lubbock.tx.us
Randy Coffey
Bryant Sebastian
Backhoe, Excavator, Loader
LP&L
221014
Amazon Warehouse
LP&L
Electric
3/4/2021-4/12/2021
$25,485.00
2021-04
2021-07
David Stinebaugh 806-775-2581 dstinebaugh@mail.ci.lubbock.tx.us
Randy Coffey
Bryant Sebastian
Backhoe, Excavator, Loader
LP&L • 2021-09
3/220098
Lincoln 16 Phase 3
LP&L
Electric
4/9/2021-6/15/2021
$48,145.00
David Stinebaugh 806-775 2581 dstinebaugh@mail.ci.lubbock.tx.us
Randy Coffey
Bryant Sebastian
Backhoe, Excavator, Loader
Tommy Klein Construction
N/A
McAlister Dog Park
Tommy Klein Construction
Water & Sewer
Started 5/18/2021 6/25/2021
$139,096.00
Shad Hartman 806-252-1305/shartman@tkleinconst.com
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
2021-11
Page 2 of 5
ZJ2I
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
LP&L
4/220097
Uptown West
LP&L
Electric
5/11/2021-6/14/2021
$36,683, 00
2021-12
David Stlnebaugh 806-775-2581 dst r:ebaugh@mall.ci.lubbock tx.us
Randy Coffey
Bryant Sebastian
Backhoe, Excavator, Loader
Ag Services
N/A
Continental Dairy Bore
Ag Services
Boring
4/30/2021-5/ 10/2021
$ 50,800.00
Ken Jolliff 575-626-2192 ken@agservicsnm.com
Randy Coffey
Bryant Sebastian
Backhoe, Excavator, Loader
Sandia Construction, Inc.
3874220
LCISD New High School Ph 1/Pkg 1
Sandia Construction, Inc.
Water, Sewer, Strom Drain
Started 6/17/2021-On Going
$1,148,117,00
Michael Haverdink 806-745-9450 michael@sandiaconst.com
Charles Armstrong/Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
CKP Construction
21.39555.01
McDonald's 50th & Milwaukee
CKP Construction
Water & Sewer
Started 6/28/2021-7/19/2021
$112,939.00
Tom Barbour806-420-0696
Albert Moreno
Bryant Sebastian
Backhoe, Excavator, Loader
2021-13
2021-16
2021-18
Page 3 of 5
2021
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
AMD/North Park Development
N/A
Auburn Street Extension
AMD/North Park Development
Water & Sewer
Started 10/15/2021-3/16/2022
$189,145 50
Melanie Williamson 512-474-9100
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, i oader
Thomas Automatic Fire Protection
LBB20210727095242
Pepsi Municipal Water Line & Underground Fire Line lead in
Thomas Automatic Fire Protection
Water
9/21/21-4/6/2022
$133,250.00
Doug Thomas 806-234-3109
Randy Coffey
Bryant Sebastian
Backhoe, Excavator, Loader
LP&L
RFP 7121-16-ELD
Mall Job
LP&L
Electric
10/7/2021-10/22/21
$49,472.00
Leroy Martinez 806-775-2695
Randy Coffey
Bryant Sebastian
Backhoe, Excavator, Loader
Satterfield & Pontikes Construction, Inc
52950-331000
Oceans Behavioral Health Hospital
2021-22
2021-23
dougthorrast12( yahoo cam
Satterfield & Pontikes Construction, Inc.
Water & Sewer
Started 10/8/2021-7/8/2022
$164,833.00
Carlos Hernandez (210) 572-4700
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
2021-25
Irmartinez@mai1.ci.Iubbock.tx.us
2021-26
chernandez(u)satpon.com
Page 4 of 5
2C.)l
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/quality
Type of Equipment Used
Agency/Owner
Contract #
(Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Sandia Construction, Inc.
N/A
LCISD New High School Ph 1/Pkg 3
Sandia Construction, Inc.
Landscape & Drain
2/28/2022-On Going
$57,940.00
Michael Haverdink
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
Western Builders
1015
TX Tech Academic Science Building #1
Western Builders
Site Utilities
12/13/21-3/22/2022
$852,930.00
Colton Greenlee
Adam Gonzalez/King Norris
Bryant Sebastian
Backhoe, Excavator, Loader
LP&L
221074/PDHQ
Police Dept. Headquarters
LP&L
Electric
12/10/21-12/21/2021
$41,687.11
Jarrod Huse - 806-775-2558
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
2021-28
michael onsandiaconst.com
2021-31
cgreenleeOwbamarillo.com
2021-29
Page 5 of 5
202?
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Qua ity
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Tahoka ISD
19-1995 2020-06
Tahoka HS Gym
n/a
Lee Lewis Construction, Inc.
Water, Sewer and U/G Fire Line
4/30/2020-2/18/2022
$162,370.00
$ 6, 888. 00
Neil Easter, Sr, Project Ma cage-', 806-441-2009, neaster@leelewis [ rr
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
Hugo Reed
N/A
Hide Away Estates
Hugo Reed
Site Utilities
Started 5/7/2021-8/18/2022
$216,823.15
Greg Navert 806-763-5642 gnavert@hugoreed.com
Albert Moreno
Bryant Sebastian
Backhoe, Excavator, Loader
Sandia Construction, Inc.
3874220
LCISD New High School Ph 1/Pkg 1
Sandia Construction, Inc.
Water, Sewer, Strom Drain
Started 6/17/2021 On Going
$1,148,117.00
Michael Haverd�nk 806-745-9450 mschael@sandiaconst.com
Charles Armstrong/Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
AMD/North Park Development
N/A
Auburn Street Extension
AMD/North Park Development
Water & Sewer
10/15/2021-3/16/2022
$189,145.50
Melanie Williamson 512-474-9100
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
2020-32
2O2IL-16
2021-22
Page 1 of 8
2072
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Thomas Automatic Fire Protection
LBB20210727095242
Pepsi Municipal Water Line & Underground Fire Line lead in
Thomas Automatic Fire Protection
Water
9/21/2021-4/6/2022
$133,250.00
Doug Thomas 806-234-3109
Name of Project Mgr/Safety/Quality Bryant Sebastian
Type of Equipment Used Backhoe, Excavator, Loader
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Sandia Construction, Inc.
N/A
LCISD New High School Ph 1/Pkg 3
Sandia Construction, Inc.
Landscape & Drain
2/28/2022-On Going
$57, 940.00
Michael Haverdink
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
Western Builders
1015
TX Tech Academic Science Building #1
Western Builders
Site Utilities
12/13/2021-3/22/2022
$852,930.00
Colton Greenlee
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
Satterfield & Pontikes Construction, Inc
52950-331000
Oceans Behavioral Health Hospita}
2021-23
douqthomasfi2r@yahoo.com
Satterfield & Pontikes Construction, Inc.
Water/Sewer
10/8/2021-7/8/2022
$164,833.00
Carlos Hernandez (210) 572 4700
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
2021-28
michael(&sandiaconst.com
2021-31
careenlee wbamarillo,com
2021-26
chernandez@sataon.com
Page 2 of 8
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project MgrlSafety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job S'te
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Lee -_ewis Construction
N/A
Hampton Farms Municipal Water
Lee Lewis Construction
Water
2/1/2022-2/1/2022
$38,531.00
Carol Castillo
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
Appaloosa Development Company
21-5285
Old Key West Addit.on
N/A
RSM Engineering
Water & Sewer
4/1/2022-8/17/2022
$1,175,852.05
$11,811.00
Jere Hart
Roy Aguilar/Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
LP&L
222006
Thompson Substation N. Bore
N/A
LP&L
Electric
3/3/2022-3/7/2022
$25,808 46
Lee Roy Martinez 806-775-2695
Adam Gonzalez
Bryant Sebastian
Backhoe, Excavator, Loader
Meritage Hospitality Group
021864
Wendy's
Zernco
Water & Sewer
3/23/2022-4/11/2022
$65,890.00
316-775-9991
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
2022-04
Carolcastillo@leelewis,com
'hartReMen .com
ap(azernco_com
2022-OS
2022-07
2022-10
Page 3 of 8
2022.
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provides!
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
LP&L
114th & Slide
LP&L
Electric
3/21/2022-3{24/2022
222018
$33,927.00
Toby Warden
Adam Gonzalez
Bryant Sebastian
Backhoe, Excavator, Loader
City of Littlefield
Sewer Line
City of Littlefield
Sewer
4/18/2022-4/26/2022
$40,203.73
806-385-9202
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
TTU
1015
TX Tech Academic Science Building #1
Western Builders of Amarillo
Site Utilities
12/13/2021-3/22/2022
$852,930.00
Colton Greenlee
Adam Gonzalez/King Norris
Bryant Sebastian
Backhoe, Excavator, Loader
LP&L
RFP 7121-16-ELD
Downtown Redevelopment Bore
LP&L
Electric
6/18/2022-6/30/2022
$48,181,86
Leroy Martinez 806-775-2695
Adam Gonzalez
King Norris
Bore Machine, Backhoe, Loader
2022-15
TWarden@maif.ci.lubbock.tx.us>
2022-16
2021-31
careenlee@wbamarillo.com
2022-21.
Irmartinez@mail.ci.lubbock.tx.us
Page 4 of 8
2022
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
LP&L
RFP 7121-16 ELD
Thompson Substation -Bangor
LP&L
Bore
8/5/2022-8/29/2022
$47,714.74
Leroy Martinez 806-775-2695
Adam Gonzalez
King Norris
Bore Mach.ne, Backhoe, Loader
City of Lubbock
N/A
Hide Away Estates #2
Hugo Reed and Associates, Inc.
Site Utilities
9/22/2022-On Going
$314,176.35
2022-28
Irmartinez'@mail-ci.lubbock.tx.us
Greg Navert 806-763-5642 gnavert@hugoreed.com
Roy Aguilar
Roy Aguilar
Backhoe, Excavator, Loader
TTU
TTU Academic Science Building Pkg. 3
Western Builders
Site Utilities
9/1/22.On Going
Colton Greenlee
Adam Gonzalez
Roy Aguilar
Backhoe, Excavator, Loader
Lowe's
22-956
Lowe's Lumber Canopy Addition
Marco Contractor's Inc.
Site Utilities
10/18/22-11/23/22
Nathaniel Ramirez
Roy Aguilar
$108,276.00
2022-31
2022-32
careenlee@wbamarillo.com
2022-34
Page 5 of 8
itzsr*4
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Backhoe, Excavator, Loader
LP&L
Parking Lot South Plains Mall & Home Depot Runs 1, 2, 4
N/A
LP&L
Asphalt
9/22/22-11/3/22
$67,034.50
Leroy Martinez 806-775-2695
Adam Gonzalez/Randy Coffey
Roy Aguilar
Loader
Suvedi Construction Solutions
Milwaukee/Erskine Bores
N/A
Suvedi Construction Solutions
Bore
On Going
$60,973,76
Kirld Suvedi 806-517-1319
Adam Gonzalez
Roy Aguilar
Loader
LP&L
RFP 7121-16-ELD
Downtown Redevelopment Bore
N/A
LP&L
Electric
6/18/2022-6/30/2022
$48,181.86
Leroy Martinez 806-775-2695
Adam Gonzalez
King Norris
Bore Machine, Backhoe, Loader
LP&L
RFP 7121-16 ELD
Thompson Substation -Bangor
N/A
LP&L
Bore
8/5/2022-8/29/2022
$47,714.74
Leroy Martinez 806-775-2695
Adam Gonzalez
King Norris
2022-36
Irmartinez(&mail.ci.lubbock.tx.us
ksuvedi@hotmail.com
2022-21
Irmartinez@mail.ci.lubbock.tx.us
2a22-28
irmartinez(almail.ci.lubbock.tx us
Page 6 of 8
Type of Equipment Used
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety; Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Jcb Site
Name of Project Mgr/Safety/Quality
Bore Machine, Backhoe, Loader
Bore Machine, Backhoe, Loader
LP&L
RFP 7121-16-ELD
South Plains Mall/Home Depot
LP&L
Paving
9/27/2022-2/13/2023
$35,319,50
Leroy Martinez 806-775-2695
Adam Gonzalez & Randy Coffey
King Norris
Backhoe,Loader
2022-36
Irmartinez@maiI.ci.lubbock.tX.us
LP&L
RFP 7121-16-ELD
South Plains Mall & Home Depot Parking Lot
LP&L
Asphalt Trench Run 3
9/27/2022-2/13/2023
$33,063.70
Leroy Martinez 806 775 2695
Adam Gonzalez & Randy Coffey
Roy Aguilar
Backhoe,Loader
2022-36
IrmartinezCo)mail.ci.lubbock.tx.us
LP&L
RFP 7121-16-ELD
South Plains Mall & Home Depot Parking Lot
LP&L
Asphalt Trench Run 4
9/2712022-2/13/2023
$ 3 5, 450.70
Leroy Martinez 806-775 2695
Adam Gonzalez & Randy Coffey
Roy Aguilar
Backhoe,Loader
2022-36
Irmartinez(c�i mail.ci.lubbOGk.tx.u,4
LP&L
RFP 7121-16-ELD
South Plains Mall & Home Depot Parking Lot
LP&L
Asphalt Trench Run 5
9/27/2022-2/ 13/2023
$49,930.00
Leroy Martinez 806-775-2695
Adam Gonzalez & Randy Coffey
Roy Aguilar
2022-36
lrmartinez@maii.ci.lubbock.tx.us
Page 7 of 8
2022
Type of Equipment Used Backhoe, Loader
Agency/Owner
Delta
Contract #
Name & Location of Project
Lakeview Lots #
Surety Company
Sub or Prime Contractor
Delta
Goods/Services Provided
Site Utilities
Start & Completion Dates
1/3/2023
Contract Amount
$276,472.40
Change Orders
Contact Name/Telephone #
George Castillo & Adam Nixon 806-701-570 anixonPdeltalbk.com
Names of Supervisor on Job Site
Nathan'el Ramierz
Name of Project Mgr/Safety/Quality
Roy Agu,lar
Type of Equipment Used
Backhoe, Loader, Excavator
2022-40
Page 8 of 8
2') 23
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Sandia Construction, Inc.
3874220
LCISD New High School Ph 1/Pkg
Sand -a Construction, Inc
Water, Sewer, Strom Dra n
Started 6/17/2021 On Going
$1,148,117, 00
Michael Haverdink 806-745-9450 michael@sandiaconst.com
Charles Armstrong/Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
Sandia Construction, Inc.
N/A
LCISD New High School Ph 1/Pkg 3
Sandia Construction, Inc.
Landscape & Drain
2/28/2022-On Going
$ 57,940.00
Michael Haverdink
Roy Aguilar
Bryant Sebastian
Backhoe, Excavator, Loader
Western Builders
1015
TX Tech Academic Science Building #1
N/A
Western Builders
Site Utilities
12/13/2021-On Going
$852,930.00
Colton Greenlee
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
Lee Lewis Construction
N/A
Hampton Farms Municipal Water
N/A
Lee Lewis Construction
Water
2/1/2022-2/1/2022
$38,531.00
Carol Castillo
Charles Armstrong
Bryant Sebastian
Backhoe, Excavator, Loader
2021-16
2021-28
michaelgbaandiaconst.com
2021-31
cgreenlee@wbamarillo.com
2022-04
Carolcastillo(a)leelewis.com
Page 1 of 6
2023
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job S'te
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
City of Lubbock
N/A
Hide Away Estates #2
N/A
Hugo Reed and Associates, Inc.
Site Utilities
9/22/2022-On Going
$314,176.35
Greg Navert 806-763-5642 gnavert,tj)h;jgoreed. corn
Roy Aguilar
Roy Agui!ar
Backhoe, Excavator, Loader
Baywood Hotels
Home 2 Suites
N/A
DD&B
Site Utilities
1/6/2023-8/17/2023
$119,730.00
Bobby Gavaskar682-313-9588
Nathaniel Ramirez
Roy Aguilar
Backhoe, Loader, Excavator
Delta
Lakeview Lots #
N/A
Delta
Site Utilities
1/3/2023 On Going
$276,472.40
2022-31
2023-02
venkata(o)dd&bconstruction.com
George Castillo & Adam N xon 806-701-570 anixon@deltalbk.com
Nathaniel Ramirez
Roy Aguilar
Backhoe, Loader, Excavator
LP&L
RFP 7121-16-ELD
NW UG Tie Line Chicago Bore
LP&L
Bore
1/11/23-1/31/2023
$49,824.82
Tim Stice 806-775-3412
Adam Gonzalez
Roy Aguilar
Bore Machine, Backhoe, Loader
2022-40
2023-03
Tstice@maiLci.lubbock.tx.us
Page 2 of 6
2'123
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Texas Power Supplier, In.:
N/A
Red Raider Bore
N/A
Bore
2/6/2023,3/32/23
$57,642.50
Ronnie Rendon 806-500-2508
Adam Gonzalez
Roy Aguilar
Bore Machine, Backhoe, Loader
LP&L
RFP 7121-16-ELD
42nd & Knoxville
LP&L
Electric
1/23/2023-3/21/2023
$49,965.20
Greg Pillow
Adam Gonzalez
Roy Aguilar
Backhoe, Loader
Brown -McKee, Inc.
7109-23
LP&L-Downtown St. Light Conversion
N/A
Electric
8/3/2023-On Going
$481,245.00
Laren Craig
Adam Gonzales
Roy Aguilar
Backhoe, Loader, Boring Machine
Dillard's Inc.
CDI020820
Dillard's South Plains Mail -Lubbock
N/A
CDI
Site Utilities
9/21/2023- On Going
$131,926.54
John Shafer 501-660-1756
Colbey Hickox
Roy Aguilar
Backhoe, Loader, Excavator
2023-04
tx oowersuooliersagmaiLcom
gl2i1iow(&mylubbock.us
2023-09
2023-11
larenc@)brownmckee.com
2023-12
Page 3 of 6
2023
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
LP&L
RFP 7121 16 ELD
Lincoln 16 Addition Lots 318-408'
LP&L
Electric
3/16/2023-3/21/2023
David Stinebaugh
Adam Gonzalez
Roy Aguilar
Backhoe, Loader,
Texas Power Supplier, Inc
N/A
Extra Phase Work
N/A
Electric
4/11/23-5/16/23
$49,602.20
$37,370.00
Ronnie Rendon 806-500-2508
Adam Gonzalez
Roy Aguilar
Backhoe, Loader, Excavator
Bianchi Electric
13192-5303
McDonald's
N/A
Electric
4/17/2023-7/21/2023
$37,553.00
Micheal Gallucci 812-870-7511
Adam Gonzalez
Roy Aguilar
Backhoe, Boring Machine
BTCO
22- 5887
Gordon Heights-4620 50th Street
N/A
BTCO
Municipal Sewer
5/9/2023-7/18/2023
$187,834.50
Chase Hill chill@r2meng.com
Nathaniel Ramirez/Colbey Hickox
Roy Aguilar
Backhoe, Loader, Excavator
2023-19
Dstmebau h pmail.ci.lubbock.tx.us
2023-23
txoowersupphers gmail.com
2023-2$
micheal.gallucci@ bianchielectric.com
chiliCa)r2meng.com
2023-26
Page 4 of 6
2023
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Collier
N/A
LCU Meter & Vault
Water
6/29/2023-8/8/2023
Josh Dickson
Randy Coffey
Roy Aguilar
Backhoe
Collier
451-002
XNO
Site Utilities
6/17/2023-9/7/2023
$38,834.96
$158,181.23
Scott Collier
Colbey Hickox
Roy Aguilar
Backhoe, Loader, Excavator
Texas Power Supplier, Inc
N/A
VA Run
Electric
5/31/2023-7/14/2023
joshacolliertx.com
scott@colliertx.com
2023-28
2023-32
2023-34
$60,202.00
$35,638.50
Ronnie Rendon 806-500-2508 txoowersuppiiers@amail.com
Randy Coffey
Roy Aguilar
Backhoe, Loader, Excavator
Texas The University
N/A
Holden Hall
Storm Drain
6/8/2023-7/11/2023
$ 29,15 3.50
$31,770.55
Rick Diaz 806-834-1027
Juan Acosta
Roy Aguilar
Backhoe, Loader, Excavator
2023-35
Page 5 of 6
?023
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Name of Project Mgr/Safety/Quality
Type of Equipment Used
Agency/Owner
Contract #
Name & Location of Project
Surety Company
Sub or Prime Contractor
Goods/Services Provided
Start & Completion Dates
Contract Amount
Change Orders
Contact Name/Telephone #
Names of Supervisor on Job Site
Bo Simon
N/A
Toot n Totum
Bore
6/5/2023-7/31/2023
$27,384,62
Matt Stroever 610-360-7844
Adam Gonzalez
Roy Aguilar
Backhoe, Loader, Excavator
Texas Tech University
N/A
Waterline Replacement
Water
7/12/2023-9/15/2023
$301,461.01
$10,505.09
Rick Diaz 806-834-1027
Juan Acosta
Roy Aguilar
Backhoe, Loader, Excavator
FMGI
Wal-Mart-Lubbock
Wal-Mart
Water
7/19/2023-7/28/2023
$ 39, 092.00
$14,953.50
Lisa Endert
Adam Gonzalez/Colbey Hickox
Roy Aguilar
Backhoe, Loader, Excavator
Earth Works
Hill Valley
Storm Drain
Not Started
$38,000.00
Name of Project Mgr/Safety/Quality Roy Aguilar
Type of Equipment Used Backhoe, Loader, Excavator
2023-36
m.stroeverabosimmoninc.com
2023-37
2023.38
Lisa. Endert@fmqi-inc.com
2023-45
Page 6 of 6
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City of Lubbock, TX
Purchasing and Contract Management
Safety Record Questionnaire
The City of Lubbock City Council desires to avail itself of the benefits of Section 252.0435 of the Local Government
Code, and consider the safety records of potential contractors prior to awarding proposals on City contracts. Pursuant
to Section 252.0435 of the Local Government Code, City of Lubbock has adopted the following written definition and
criteria for accurately determining the safety record of a proposer prior to awarding proposals on City contracts.
The definition and criteria for determining the safety record of a proposer for this consideration shall be:
The City of Lubbock shall consider the safety record of the offerors in determining the responsibility thereof. The City
may consider any incidence involving worker safety or safety of the citizens of the City of Lubbock, be it related or caused
by environmental, mechanical, operational, supervision or any other cause or factor. Specifically, the City may consider,
among other things:
a. Complaints to, or final orders entered by, the Occupational Safety and Health Review Commission (OSHRC),
against the proposer for violations of OSHA regulations within the past three (3) years.
b. Citations (as defined below) from an Environmental Protection Agency (as defined below) for violations
within the past five (5) years. Environmental Protection Agencies include, but are not necessarily limited to,
the U.S. Army Corps of Engineers (USACOE), the U.S. Fish and Wildlife Service (US>FWS), the
Environmental Protection Agency (EPA), the Texas Commission on Environmental Quality (TCEQ), the
Texas Natural Resource Conservation Commission (TNRCC) (predecessor to the TCEQ), the Texas
Department of State Health Services (DSHS), the Texas Parks and Wildlife Department (TPWD), the
Structural Pest Control Board (SPCB), agencies of local governments responsible for enforcing environmental
protection or worker safety related laws or regulations, and similar regulatory agencies of other states of the
United States. Citations include notices of violation, notices of enforcement, suspension/revocations of state
or federal licenses or registrations, fines assessed, pending criminal complaints, indictments, or convictions,
administrative orders, draft orders, final orders, and judicial final judgments.
C. Convictions of a criminal offense within the past ten (10) years, which resulted in bodily harm or death.
d. Any other safety related matter deemed by the City Council to be material in determining the responsibility of
the offeror and his or her ability to perform the services or goods required by the proposal documents in a safe
environment, both for the workers and other employees of offeror and the citizens of the City of Lubbock.
In order to obtain proper information from offerors so that City of Lubbock may consider the safety records of potential
contractors prior to awarding proposals on City contracts, City of Lubbock requires that offerors answer the following
three (3) questions and submit them with their proposals:
UESTI[ N ONE
Has the offeror, or the firm, corporation, partnership, or institution represented by the offeror, or anyone acting for
such firm, corporation, partnership or institution, received citations for violations of OSHA within the past three (3)
years?
YES NO X
If the offeror has indicated YES for question number one above, the offeror must provide to City of Lubbock, with its
proposal submission, the following information with respect to each such citation:
Date of offense, location of establishment inspected, category of offense, final disposition of offense, if any, and
penalty assessed.
QUESTION TWO
Has the offeror, or the firm, corporation, partnership, or institution represented by the offeror, or anyone acting for
such firm, corporation, partnership or institution, received citations for violations of environmental protection laws or
regulations, of any kind or type, within the past five years? Citations include notice of violation, notice of enforcement,
suspension/revocations of state or federal licenses, or registrations, fines assessed, pending criminal complaints,
indictments, or convictions, administrative orders, draft orders, final orders, and judicial final judgments.
YES NO X
If the offeror has indicated YES for question number two above, the offeror must provide to City of Lubbock, with its
proposal submission, the following information with respect to each such conviction:
Date of offense or occurrence, location where offense occurred, type of offense, final disposition of offense, if any,
and penalty assessed.
QUESTION THREE
Has the offeror, or the firm, corporation, partnership, or institution represented by offeror, or anyone acting for such
firm, corporation, partnership, or institution, ever been convicted, within the past ten (10) years, of a criminal offense
which resulted in serious bodily injury or death?
X
YES NO
If the offeror has indicated YES for question number three above, the offeror must provide to City of Lubbock, with
its proposal submission, the following information with respect to each such conviction:
Date of offense, location where offense occurred, type of offense, final disposition of offense, in any, and penalty
assessed.
ACKNOWLEDGEMENT
THE STATE OF TEXAS
COUNTY OF LUBBOCK
I certify that I have made no willful misrepresentations in this Questionnaire nor have I withheld information in my
statements and answers to questions. I am aware that the information given by me in this questionnaire will be
investigated, with my full permission, and that any misrepresentations or omissions may cause my proposal to be
rejected.
Zr
Anature
President
Tithe
NON -COLLUSION AFFIDAVIT
STATE OF TEXAS
1,L BBOCK COUNTY
Jan Patterson being first duly sworn, on his/her oath, says that the
bid above submitted is a genuine and not a sham or collusive bid, or made in the interest or on behalf of any
person not therein named; and s'he further says that the said respondent has not directly induced or solicited any
firm on the above work or supplies to put in a sham , or any other person or corporation to refrain from a statement
of qualifications; and that said firm has not in any manner sought by collusion to secure to self an advantage over
any other firm or (inns.
Deerwood Construction, Inc.
Firm
Jan Patterson
me
I
gnature
Presldem
1 itle
Subscribed and sworn to bef re me this
Notary Public
My Commission Expires
AW4&b day of + T�
05/28/2024
N0'i'E. THIS FORM N11 ST BE COMPLETED AND INCLUDED IN WITH THE SUBMISSION
`pRY Fi TRACY BLACK
NOTARY PUBLIC
STATE OF TEXAS
+ t ID # 13249653-8
My Comm. EMp,,ii 05-28.2024
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PROPOSED LIST OF SUB -CONTRACTORS
Com�pa/ny Name Location Services Provided
!V
Minority Owned
Yes No
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THIS FORM SHALL BE COMPLETED AND RETURNED ALONG WITH YOUR
RESPONSE
IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO
SUBMITTED BY:
Deerwood Construction Inc.
(PRINT NAME OF COMPANY
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POST -CLOSING DOCUMENT REQUIREMENTS
The below -listed document must be received in the Purchasing and Contract Management Office
Not Later Than SEVEN BUSINESS DAYS after the close date when responses are due.
FINAL LIST OF SUB -CONTRACTORS
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16.
FINAL LIST OF SUB -CONTRACTORS
Company Name Location Services Provided
µ
SUBMITTED BY:
-0,Oj 6 e IF40
(PRINT NAME OF COMPANY)
Minority Owned
Yes No
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THIS FORM SHALL BE COMPLETED AND RETURNED NOT LATER THAN SEVEN
BUSINESS DAYS AFTER THE CLOSE DATE WHEN RESPONSES ARE DUE
IF NO SUB -CONTRACTORS WILL BE USED PLEASE INDICATE SO
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PAYMENT BOND
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STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $50,000)
KNOW ALL MEN BY THESE PRESENTS, that Deerwood Construction, Inc. (hereinafter called the
Principal(s), as Principal(s), and
(hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter
called the Obligee), in the amount of Eight Hundred Twenty -Two Thousand Six Hundred Ninety -Five
Dollars and Thirteen Cents ($822,695.13) lawful money of the United States for the payment whereof, the
said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated 7" day of
November, 2023, to RFP 23-17586-TF Southeast Lubbock Water System Expansion — 98th Street
and said Principal under the law is required before commencing the work provided for in said contract to execute
a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to
the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal
shall pay all claimants supplying labor and material to him or a subcontractor in the prosecution of the work
provided for in said contract, then, this obligation shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of
the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions
of said Article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument
this day of
Surety
By:
(Title)
2023.
(Company Name)
By:
(Printed Name)
(Signature)
(Title)
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The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
designates an agent resident in Lubbock County to whom any requisite notices may be
delivered and on whom service of process may be had in matters arising out of such suretyship.
Surety
By:
Approved as to form:
City of Lubbock
By:
City Attorney
(Title)
* Note: If signed by an officer of the Surety Company there must be on file a certified extract from the by-laws
showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have
copy of power of attorney for our files.
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PERFORMANCE BOND
Pate Intentionally Left Blank
STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $100,000)
KNOW ALL MEN BY THESE PRESENTS, that Deerwood Construction, Inc. (hereinafter called the
Principal(s), as Principal(s), and
(hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter
called the Obligee), in the amount of Eight Hundred Twenty -Two Thousand Six Hundred Ninety -Five
Dollars and Thirteen Cents ($822,695.13) lawful money of the United States for the payment whereof, the
said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the Obligee, dated 7" day of
November, 2023, to RFP 23-17586-TF Southeast Lubbock Water System Expansion — 98th Street
Waterline
and said principal under the law is required before commencing the work provided for in said contract to execute
a bond in the amount of said contract which contract is hereby referred to and made a part hereof as fully and to
the same extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal
shall faithfully perform the work in accordance with the plans, specifications and contract documents, then this
obligation shall be void; otherwise to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of
the Texas Government Code, and all liabilities on this bond shall be determined in accordance with the provisions
of said article to the same extent as if it were copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument
this day of , 2023.
Surety
* By
(Title)
(Company Name)
By:
(Printed Name)
(Signature)
(Title)
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The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
designates an agent resident in Lubbock County to whom any requisite
notices may be delivered and on whom service of process may be had in matters arising out of such suretyship.
Surety
By:
(Title)
Approved as to Form
City of Lubbock
By:
City Attorney
* Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws
showing that this person has authority to sign such obligation. If signed by an Attorney in Fact, we must have
copy of power of attorney for our files.
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CERTIFICATE OF INSURANCE
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CERTIFICATE OF INSURANCE
TO: CITY OF LUBBOCK DATE:
P.O. BOX 2000, Room 204
LUBBOCK, TX 79457 TYPE OF PROJECT:
THIS IS TO CERTIFY THAT (Name and Address of Insured) is, at the date of this certificate,
insured by this Company with respect to the business operations hereinafter described, for the typed of insurance and in accordance with the provisions
of the standard policies used by this company, the further hereinafter described. Exceptions to standard policy noted hereon.
TYPE OF INSURANCE
POLICY NUMBER
EFFECTIVE
EFFECTIVE
LIMITS
DATE
DATE
GENERAL LIABILITY
LJ Commercial General Liability
General Aggregate $
LJ Claims Made
Products-Comp/Op AGG $
LJ Occurrence
Personal & Adv. Injury $
LJ Owner's & Contractors Protective
Each Occurrence $
❑
Fire Damage (Any one Fire) $
$
Med Exp (Any one Person)
AUTOMOTIVE LIABILITY
LJ Any Auto
Combined Single Limit $
LJ All Owned Autos
Bodily Injury (Per Person) $
LJ Scheduled Autos
Bodily Injury (Per Accident) $
LJ Hired Autos
Property Damage $
LJ Non -Owned Autos
LJ
GARAGE LIABILITY
LJ Any Auto
Auto Only - Each Accident $
LJ
Other than Auto Only:
Each Accident $
Aggregate $
LJ BUILDER'S RISK
LJ 100% of the Total Contract Price
$
LJ INSTALLATIONELOATER
$
EXCESS LIABILITY
LJ Umbrella Form
Each Occurrence $
Aggregate $
LJ Other Than Umbrella Form
$
WORKERS COMPENSATIONAND
EMPLOYERS' LIABILITY
The Proprietor/ LJ Included
Statutory Limits
Partners/Executive LJ Excluded
Each Accident $
Officers are:
Disease Policy Limit $
Disease -Each Employee $
OTHER
The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less
than the legal time required after the insured has received written notice of such change or cancellation, or in case there is no legal requirement, in less
than five days in advance of cancellation.
FIVE COPIES OF THE CERTIFICATE OF INSURANCE
MUST BE SENT TO THE CITY OF LUBBOCK
(Name of Insurer)
ma
Title:
The Insurance Certificates Furnished shall name the City of Lubbock as Additional Insured on Auto General
Liability and provide a Waiver of Subrogation in favor of the City of Lubbock. IT SHALL BE THE CONTRACTOR'S.
THE ADDITIONAL INSURED ENDORSEMENT SHALL INCLUDE PRODUCTS AND COMPLETE OPERATIONS.
CONTRACTORCHECKLIST
A CONTRACTOR SHALL:
(1) provide coverage for its employees providing services on a project, for the duration of the project based on
proper reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity prior
to beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the contractor's current certificate of
coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing services
on the project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after
the contractor knew or should have known, of any change that materially affects the provision of coverage
of any person providing services on the project;
(7) post a notice on each project site informing all persons providing services on the project that they are
required to be covered, and stating how a person may verify current coverage and report failure to provide
coverage. This notice does not satisfy other posting requirements imposed by the Act or other commission
rules. This notice must be printed in at least 19-point normal type, and shall be in both English and Spanish
and any other language common to the worker population. The text for the notices shall be the following
text provided by the commission on the sample notice, without any additional words or changes:
PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE FORM
OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES FURNISHED
SHALL NAME THE CITY OF LUBBOCK AS ADDITIONAL INSURED ON AUTO/GENERAL
LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS TO INCLUDE PRODUCTS
OF COMPLETE OPERATIONS. PROVIDE A WAIVER OF SUBROGATION IN FAVOR OF
THE CITY OF LUBBOCK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PROVIDE TO THE OWNER ALL PROOF OF COVERAGE INSURANCE DOCUMENTS
INCLUDING WORKERS COMPENSATION COVERAGE FOR EACH SUBCONTRACTOR.
COPIES OF THE ENDORSEMENTS ARE REQUIRED.
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this construction project must be
covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment and
materials, or providing labor or transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 512-305-7238 to receive information on the legal requirement for
coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide
coverage." and contractually require each person with whom it contracts to provide services on a project, to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and filing
of any coverage agreements for all of its employees providing services on the project, for the
duration of the project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on the project;
(C) provide the contractor, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of coverage
ends during the duration of the project;
(D) obtain from each other person with whom it contracts, and provide to the contractor:
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(n) prior to the end of the coverage period, a new certificate of coverage showing extension of the
coverage period, if the coverage period shown on the current certificate of coverage ends during
the duration of the project;
(E) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(F) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10 days
after the person knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project; and
(G) contractually require each other person with whom it contracts, to perform as required by
paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they
are providing services.
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract documents, from an underwriter authorized to do business in the State of Texas
and satisfactory to the City. Proof of coverage shall be furnished to the City and written notice of cancellation or
any material change will be provided ten (10) calendar days in advance of cancellation or change. All policies of
insurance, required herein, including policies of insurance required to be provided by Contractor and its
subcontractors, shall contain a waiver of any and all of the insurer's or payor's, in the event of self-insurance, rights
to subrogation that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of
any loss under such insurance or self-insurance. All certificates of insurance submitted to the City in conformity
with the provisions hereof shall establish such waiver.
The Contractor shall procure and carry at its sole cost and expense through the life of this contract, insurance
protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such
insurance shall be carried with an insurance company authorized to transact business in the State of Texas and shall
cover all operations in connection with this contract, whether performed by the Contractor or a subcontractor, or
separate policies shall be provided covering the operation of each subcontractor. A certificate of insurance
specifying each and all coverages shall be submitted prior to contract execution.
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CONTRACT
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STATE OF TEXqs
COUNTY OF LUBBOCK
t. ontract 17586
THIS AGREEMENT, made and entered into this 7'h day of No�— 2023 by and bet�
County of Lubbock, State of Teaas, acting by and through the Mayor. City of Lubboc
hereinafter referred to as OWNER, and Deer-wood Construction Inc. of the Ci of L een the City of Lubbock,
the State of Texas hereinafter termed CONTRACTOR. ti• thereunto authorized to do so,
ty U�, County of Lubbock and
WITNESSETH: That for and in consideration of the payments and agreements herei
performed by the OWNER and under the conditions expressed in the bond bearin ev
CONTRqCTOR hereby agrees with OWNER to commence and complete the cons nafter mentioned, to be made and
described as follows: g en date herewith (if any) the
RFP 23-17586-TF Southeast Lubbock Water System Ex ansion _ truction of certain improvements
and all extra work in connection therewith, under the termpas stated 9n the c ntrac,t docu1ne
proper cost and expense to furnish all materials, supplies, machine
and other accessories and services necessary to complete the said construction in accordanments and at his (or their) own
as defined in the General Condition of Agreement. Deerwood Consu'pment, tools' superintendence, labor, insurance
incorporated into and made a part of this agreement. Ce �'�th the contract documents
truction Inc. s bid dated October 4 2p23, �S
The CONTRqCTOR hereby agrees to commence work within ten days after the date wri
been given to him and to substantially complete same within the time specified in the co
tten notice to do so shall have
The OWNER agrees to pay the CONTRACTOR in current funds for the performance f tct documents.
the bid submitted therefore, subject to additions and deductions, as provided in the contract
on account thereof as provided therein. he contract in accordance with
documents and to make payment
IN WITNESS WHEREOF, the parties to these presents have executed this agreement i
Texas in the year and day first above written.
n Lubbock, Lubbock County,
CONTRqCTOR:
Deerwood Construction, Inc.
By,
P TED ME: �' Q — --
TITLE:_��s� — ���
COMPLETE ADDRESS:
Deerwood Construction, Inc.
PO Box 3009
Lubbock, TX 79452
ATTEST:
, �`"�-6� �
° orate Secretary �— -------
CITY OF L' O EX
(�WNER):
By:
Tray ne, yor � --------
AT EST:
Courtney Paz, City Secret �� � ---
ApP OVED AS T CONTENT:
Pu � Wor Representative ~ --
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Name (Printed) �
Date
A ROVED AS TO FORM:
I
11i Leisure, Senior Assistant City Attorney
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Page Intentionally Left Blank
GENERAL CONDITIONS OF THE AGREEMENT
Page Intentionally Left Blank
GENERAL CONDITIONS OF THE AGREEMENT
OWNER
Whenever the word Owner, or First Party, are used in this contract, it shall be understood as referring
to the City of Lubbock, Texas.
2. CONTRACTOR
Whenever the word Contractor, or Second Party, is used, it shall be understood to mean the person,
persons, co -partnership or corporation, to wit Deerwood Construction, Inc. who has agreed to
perform the work embraced in this contract, or their legal representative.
OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, it shall be
understood as referring to, City of Lubbock, or its representative Josh Kristinek, P.E., Assistant City
Eneineer/Capital Projects & Design, so designated who will inspect constructions; or to such other
representatives, supervisors, architects, engineers, or inspectors as may be authorized by said Owner
to act in any particular under this agreement. Engineers, supervisors or inspectors will act for the
Owner under the direction of Owner's Representative, but shall not directly supervise the Contractor
or persons acting on behalf of the Contractor.
4. CONTRACT DOCUMENTS
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders,
Response, Signed Agreement, Statutory Bonds (if required), General Conditions of the Agreement,
Special Conditions of the Agreement (if any), Specifications, Plans, Insurance Certificates, and all
other documents made available to Bidder for inspection in accordance with the Notice to Bidders.
The above described materials are sometimes referred to herein as the "contract" or "contract
documents".
5. INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required," "Considered Necessary,"
"Prescribed," or words of like import are used, it shall be understood that the direction, requirement,
permission, order, designation or prescription of the Owner's Representative is intended; and
similarly, the words "Approved," "Acceptable," "Satisfactory," or words of like import shall mean
approved by or acceptable or satisfactory to the Owner's Representative.
6. SUBCONTRACTOR
The term Subcontractor, as employed herein, includes only those having a direct contract with the
Contractor for performance of work on the project contemplated by these contract documents.
Owner shall have no responsibility to any Subcontractor employed by Contractor for performance
of work on the project contemplated by these contract documents, but said Subcontractors will
look exclusively to Contractor for any payments due Subcontractor. The City reserves the right to
approve or disapprove the selection of any subcontractor(s).
7. WRITTEN NOTICE
Written notice shall be deemed to have been duly served if delivered in person to the individual or
to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at
or sent certified mail to the last business address known to the party who gives the notice.
8. CONTRACTOR'S RESPONSIBILITIES
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies,
machinery, equipment, tools, superintendence, labor, insurance, and all water, light, power, fuel,
transportation and all other facilities necessary for the execution and completion of the work covered
by the contract documents. Unless otherwise specified, all materials shall be new and both
workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish
satisfactory evidence as to the kind and quality of materials. Materials or work described in words
which so applied have well known, technical or trade meaning shall be held to refer such recognized
standards.
All work shall be done and all materials furnished in strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the
contract documents has been made suitable for use or occupancy or the facility is in a condition to
serve its intended purpose, but still may require minor miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work
and shall accomplish this work in a manner acceptable to the Owner's Representative. The Owner's
Representative will check the Contractor's layout of all major structures and any other layout work
done by the Contractor at Contractor's request, but this check does not relieve the Contractor of the
responsibility of correctly locating all work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished five copies of all Plans and Specifications without expense to
Contractor and Contractor shall keep one copy of same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe the progress or quality
of the executed work and to determine, in general, if the work is proceeding in accordance with the
contract documents. Owner's Representative will not be required to make exhaustive or continuous
onsite inspections to check the quality or quantity of the work, nor will Owner's Representative be
responsible for the construction means, methods, techniques, sequences or procedures, or the safety
precautions incident thereto. Notwithstanding the Owner's Representative's rights of entry
hereunder, the Owner's Representative will not be responsible for the Contractor's failure to perform
the work in accordance with the Contract Documents.
13. LINES AND GRADES
The Contractor is responsible for construction layout based on the control provided in the
construction documents. All lines and grades shall be furnished whenever Owner's Representative
(as distinguished from Resident Project Representative(s)) deems said lines and grades are necessary
for the commencement of the work contemplated by these contract documents or the completion of
the work contemplated by these contract documents. Whenever necessary, Contractor shall suspend
its work in order to permit Owner's Representative to comply with this requirement, but such
suspension will be as brief as practical and Contractor shall be allowed no extra compensation
therefore. The Contractor shall give the Owner's Representative ample notice of the time and place
where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the
Contractor, and in case of careless destruction or removal by Contractor, its Subcontractors, or its
employees, such stakes, marks, etc., shall be replaced by the Owner's Representative at Contractor's
expense.
14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the
Owner's Representative (as distinguished from Resident Project Representative(s))has the authority
to review all work included herein. The Owner's Representative has the authority to stop the work
whenever such stoppage may be necessary to ensure the proper execution of the contract. The
Owner's Representative shall, in all cases, determine the amounts and quantities of the several kinds
of work which are to be paid for under the contract documents, and shall determine all questions in
relation to said work and the construction thereof, and shall, in all cases, decide every question which
may arise relative to the execution of this contract on the part of said Contractor. The decision of
the Owner's Representative shall be conclusive in the absence of written objection to same delivered
to Owner's Representative within fifteen (15) calendar days of any decision or direction by Owner's
Representative. In the absence of timely written objection by Contractor, as provided herein, any
and all objection or objections shall be deemed waived.
15. SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owner's Representative shall be and is hereby authorized to
appoint from time to time such subordinate engineers, supervisors, or inspectors, as distinguished
from Resident Project Representative, as the said Owner's Representative may deem proper to
inspect the materials furnished and the work done under this Agreement, and to see that said material
is furnished and said work is done in accordance with the specifications therefore. The Contractor
shall furnish all reasonable aid and assistance required by the subordinate engineers, supervisors or
inspectors for the proper inspection and examination of the work. The Contractor shall regard and
obey the directions and instructions of any subordinate engineers, supervisors or inspectors so
appointed, when such directions and instructions are consistent with the obligations of this
Agreement and accompanying plans and specifications provided, however, should the Contractor
object to any orders by any subordinate engineer, supervisor or inspector, the Contractor may within
fifteen (15) calendar days make written appeal to the Owner's Representative for its decision. In the
absence of timely written objection by Contractor, as provided herein, any and all objection or
objections shall be deemed waived.
16. CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution and completion of this
contract and shall keep on the work, during its progress, a competent superintendent and any
necessary assistants, all satisfactory to Owner's Representative. The superintendent shall represent
the Contractor in its absence and all directions given to superintendent shall be binding as if given
to the Contractor. It is expressly agreed that adequate supervision by competent and reasonable
representatives of the Contractor is essential to the proper performance of the work and lack of such
supervision shall be grounds for suspending operations of the Contractor.
The work, from its commencement to completion, shall be under the exclusive charge and control
of the Contractor and all risk in connection therewith shall be borne by the Contractor.
The Owner or Owner's Representatives shall not be responsible for the acts or omissions of the
Contractor, or any subcontractors, or any of Contractor's agents or employees, or any other persons
performing any of the work.
17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied itself as to the
nature and location of the work, the confirmation of the ground, the character, quality and quantity
of materials to be encountered, the character of equipment and facilities needed preliminary to and
during the prosecution of the work, and the general and local conditions, and all other matters which
in any way affect the work under the contract documents. No oral agreement or conversation with
any officer, agent, or employee of the Owner, or Owner's Representative either before or after the
execution of this contract, shall affect or modify any of the terms or obligations herein contained.
Subject to the rights of Owner as set forth in Paragraph 23 hereof, all modifications and/or
amendments to the contract documents, shall be in writing, and executed by Owner's Representative
and Contractor.
Unless otherwise specified herein, all loss, expense or damage to Contractor arising out of the nature
of the work to be done, or from the action of the elements, or from any unforeseen circumstance and
the prosecution of the work, shall be sustained and borne by the Contractor at its own cost and
expense.
18. CHARACTER OF WORKERS
The Contractor agrees to employ only orderly and competent workers, skillful in the performance in
the type of work required under this contract, to do the work; and agrees that whenever the Owner's
Representative shall inform Contractor in writing that any person or persons on the work, are, in
Owner's Representative's sole opinion, incompetent, unfaithful, disorderly, or otherwise
unacceptable to Owner or Owner's Representative, such person or persons shall be discharged from
the work and shall not again be employed on the work without the Owner's Representative's written
consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and materials necessary in the
prosecution and completion of this contract where it is not otherwise specifically provided that
Owner shall furnish same, and it is also understood that Owner shall not be held responsible for the
care, preservation, conservation, or protection of any materials, tools, equipment or machinery or
any part of the work until it is finally completed and accepted.
The building of structures for the housing of workers or equipment will be permitted only at such
places as the Owner's Representative shall consent or direct, and the sanitary conditions of the
grounds in or about such structure shall at all times be maintained in a manner satisfactory to the
Owner's Representative.
20. SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from
public observation, shall be constructed and maintained by the Contractor in such manner and at
such points as shall be approved by the Owner's Representative and their use shall be strictly
enforced.
21. OBSERVATION AND TESTING
The Contractor is responsible for construction quality control testing, cost, and reporting of the type
and extent required by the contract documents. The Owner or Owner's Representative shall have
the right at all times to observe and test the work. Contractor shall make necessary arrangements
and provide proper facilities and access for such observation and testing at any location wherever
such work is in preparation or progress. Contractor shall ascertain the scope of any observation that
may be contemplated by Owner or Owner's Representative and shall give ample notice as to the time
each part of the work will be ready for such observation. Owner or Owner's Representative may
reject any such work found to be defective or not in accordance with the contract documents,
regardless of the stage of its completion or the time or place of discovery of such errors and
regardless of whether Owner's Representative has previously accepted the work. If any such work
should be covered without approval or consent of the Owner, it must, if requested by Owner or
Owner's Representative, be uncovered for examination at Contractor's expense. In the event that
any part of the work is being fabricated or manufactured at a location where it is not convenient for
Owner or Owner's Representative to make observations of such work or require testing of said work,
then in such event Owner or Owner's Representative may require Contractor to furnish Owner or
Owner's Representative certificates of inspection, testing or approval made by persons competent to
perform such tasks at the location where that part of the work is being manufactured or fabricated.
All such tests will be in accordance with the methods prescribed by the American Society for Testing
and Materials or such other applicable organization as may be required by law or the contract
documents.
If any such work which is required to be inspected, tested, or approved is covered up without written
approval or consent of the Owner or Owner's Representative, it must, if requested by the Owner or
Owner's Representative, be uncovered for observation and testing at the Contractor's expense. The
cost of all such inspections, tests and approvals shall be borne by the Contractor unless otherwise
provided herein. Any work which fails to meet the requirements of any such tests, inspections or
approvals, and any work which meets the requirements of any such tests or approvals but does not
meet the requirements of the contract documents shall be considered defective, and shall be corrected
at the Contractor's expense.
Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals
made by Owner, Owner's Representative, or other persons authorized under the contract documents
22
23
to make such inspections, tests, or approvals shall relieve the Contractor from its obligation to
perform the work in accordance with the requirements of the contract documents.
DEFECTS AND THEIR REMEDIES
It is expressly agreed that if the work or any part thereof, or any material brought on the site of the
work for use in the work or selected for the same, shall be deemed by the Owner or Owner's
Representative as unsuitable or not in conformity with plans, specifications and/or contract
documents, the Contractor shall, after receipt of written notice thereof from the Owner's
Representative, forthwith remove such material and rebuild or otherwise remedy such work so that
it shall be in full accordance with the contract documents. It is further agreed that any remedial
action contemplated as hereinabove set forth shall be at Contractor's expense.
CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and alterations as the Owner
may see fit, in the line, grade, form dimensions, plans or materials for the work herein contemplated,
or any part thereof, either before or after the beginning of the construction, without affecting the
validity of this contract and the accompanying bond.
If such changes or alterations diminish the quantity of the work to be done, they shall not constitute
the basis for a claim for damages, or anticipated profits on the work that may be dispensed with. If
they increase the amount of work, and the increased work can fairly be classified under the
specifications, such increase shall be paid according to the quantity actually done and at the unit
price established for such work under this contract; otherwise such additional work shall be paid for
as provided under Extra Work. In case the Owner shall make such changes or alterations as shall
make useless any work already done or material already furnished or used in said work, then the
Owner shall recompense the Contractor for any material or labor so used, and for actual expenses
incurred in preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that
may be required by the Owner or Owner's Representative to be done by the Contractor to accomplish
any change, alteration or addition to the work as shown on the plans and specifications or contract
documents and not covered by Contractor's proposal, except as provided under Changes and
Alterations in Paragraph 23.
It is agreed that the Contractor shall perform all extra work under the observation of the Owner's
Representative when presented with a written work order signed by the Owner's Representative;
subject, however, to the right of the Contractor to require written confirmation of such extra work
order by the Owner. It is also agreed that the compensation to be paid to the Contractor for
performing said extra work shall be determined by the following methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be agreed upon before the extra work is
commenced, then the Contractor shall be paid the lesser of the following: (1)
actual field cost of the extra work, plus fifteen (15%) percent to the firm
actually performing the work, and additional higher -tier markups limited to
5% to cover additional overhead and insurance costs; or (2) the amount that
would have been charged by a reasonable and prudent Contractor as a
reasonable and necessary cost for performance of the extra work, as estimated
by the Engineer and approved by the Owner..
In the event said extra work be performed and paid for under Method (C)(1), then the provisions of
this paragraph shall apply and the "actual field cost" is hereby defined to include the cost of all
workers, such as foremen, timekeepers, mechanics and laborers, materials, supplies, teams, trucks,
rentals on machinery and equipment, for the time actually employed or used on such extra work,
plus actual transportation charges necessarily incurred, together with all expenses incurred directly
on account of such extra work, including Social Security, Old Age Benefits, Maintenance Bonds,
Public Liability and Property Damage and Workers' Compensation and all other insurances as may
be required by law or ordinances or directed by the Owner or Owner's Representative, or by them
agreed to. Owner's Representative may direct the form in which accounts of the actual field cost
shall be kept and records of these accounts shall be made available to the Owner's Representative.
The Owner's Representative may also specify in writing, before the work commences, the method
of doing the work and the type and kind of machinery and equipment to be used; otherwise, these
matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use
of machinery and equipment shall be determined by using 100%, unless otherwise specified, of the
latest Schedule of Equipment and Ownership Expenses adopted by the Associated General
Contractors of America. Where practical, the terms and prices for the use of machinery and
equipment shall be incorporated in the written extra work order. The fifteen percent (15%) of the
actual field cost to be paid to Contractor shall cover and compensate Contractor for its profit,
overhead, general superintendence and field office expense, and all other elements of cost and
expense not embraced within the actual field cost as herein defined, save that where the Contractor's
Camp or Field Office must be maintained primarily on account of such Extra Work, then the cost to
maintain and operate the same shall be included in the "actual field cost."
No claim for extra work of any kind will be allowed unless ordered in writing by Owner's
Representative. In case any orders or instructions appear to the Contractor to involve extra work for
which Contractor should receive compensation or an adjustment in the construction time, Contractor
shall prior to commencement of such extra work, make written request to the Owner's Representative
for a written order authorizing such extra work. Should a difference of opinion arise as to what does
or does not constitute extra work or as to the payment therefore, and the Owner's Representative
insists upon its performance, the Contractor shall proceed with the work after making written request
for written order and shall keep adequate and accurate account of the actual field cost thereof, as
provided under Method (C) (1). If Contractor does not notify Owner's Representative before the
commencement of any extra work, any claim for payment due to alleged extra work shall be deemed
waived.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of the contract documents that all work described in the
proposal, the specifications, plans and other contract documents, is to be done for the prices quoted
by the Contractor and that such price shall include all appurtenances necessary to complete the work
in accordance with the intent of these contract documents as interpreted by Owner's Representative.
Notices of any discrepancies or omissions in these plans, specifications, or contract documents,
shall be given to the Owners' Representative and a clarification obtained before the proposals
are received, and if no such notice is received by the Owner's Representative prior to the
opening of proposals, then it shall be deemed that the Contractor fully understands the work
to be included and has provided sufficient sums in its proposal to complete the work in
accordance with these plans and specifications. If Contractor does not notify Owner's
Representative before offering of any discrepancies or omissions, then it shall be deemed for
all purposes that the plans and specifications are sufficient and adequate for completion of the
project. It is further agreed that any request for clarification must be submitted no later than
five (5) calendar days prior to the opening of proposals. In the absence of a requested
clarification for a conflict in the documents prior to proposals being reviewed, it will be
assumed that the Contractor proposes the higher cost alternative on conflicts identified after
proposals are reviewed.
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by the Contractor are found to be inadequate to secure
the quality of work with the rate of progress required under this contract, the Owner or Owner's
Representative may order the Contractor in writing to increase their safety or improve their character
and efficiency and the Contractor shall comply with such order. If, at any time, the working force
of the Contractor is inadequate for securing the progress herein specified, the Contractor shall, if so
ordered in writing, increase its force or equipment, or both, to such an extent as to give reasonable
assurance of compliance with the schedule of progress.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC AND GENERAL
INDEMNITY
The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance
with an insurance company licensed to transact business in the State of Texas, which policy shall
comply with the Workers' Compensation laws of the State of Texas. The Contractor shall at all
times exercise reasonable precaution for the safety of employees and others on or near the work and
shall comply with all applicable provisions of federal, state and municipal laws and building and
construction codes. All machinery and equipment and other physical hazards shall be guarded in
accordance with the "Manual of Accident Prevention in Construction" of Associated General
Contractors of America, except where incompatible with federal, state or municipal laws or
regulations. The Contractor, its sureties and insurance carriers shall defend, indemnify and hold
harmless the Owner and Engineer and all of its officers, agents and employees against any all losses,
costs, damages, expenses, liabilities, claims and/or causes of action, whether known or unknown,
fixed, actual, accrued or contingent, liquidated or unliquidated, including, but not limited to,
attorneys' fees and expenses, in connection with, incident to, related to, or arising out of, the
Contractor's or any subcontractor's, agent's or employee's, in any manner whatsoever, omission,
execution and/or supervision of this contract, and the project which is the subject matter of this
contract.
The safety precautions taken shall be the sole responsibility of the Contractor, in its sole discretion
as an Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice
which may be given by the Owners or the Owner's Representative concerning omissions under this
paragraph as the work progresses, are intended as reminders to the Contractor of its duty and shall
not be construed as any assumption of duty to supervise safety precautions by either the Contractor
or any of its subcontractors.
28. CONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as
required in the General Conditions of the contract documents, from an underwriter authorized to do
business in the State of Texas and satisfactory to the City. Proof of coverage shall be furnished to
the City and written notice of cancellation or any material change will be provided ten (10) calendar
days in advance of cancellation or change. All policies of insurance, required herein, including
policies of insurance required to be provided by Contractor and its subcontractors, shall contain a
waiver of any and all of the insurer's or payor's, in the event of self-insurance, rights to subrogation
that any such insurer or payor, in the event of self-insurance, may acquire by virtue of payment of
any loss under such insurance or self-insurance. All certificates of insurance submitted to the City
in conformity with the provisions hereof shall establish such waiver.
The Contractor shall procure and carry at its sole cost and expense through the life of this contract,
insurance protection as hereinafter specified. Coverage in excess of that specified herein also shall
be acceptable. Such insurance shall be carried with an insurance company authorized to transact
business in the State of Texas and shall cover all operations in connection with this contract, whether
performed by the Contractor or a subcontractor, or separate policies shall be provided covering the
operation of each subcontractor. A certificate of insurance specifying each and all coverages shall
be submitted prior to contract execution.
PROOF OF COVERAGE SHALL BE FURNISHED TO THE CITY OF LUBBOCK IN THE
FORM OF A CERTIFICATE OF INSURANCE. THE INSURANCE CERTIFICATES
FURNISHED SHALL NAME THE CITY OF LUBBOCK AS ADDITIONAL INSURED ON
AUTO/GENERAL LIABILITY ON A PRIMARY AND NON-CONTRIBUTORY BASIS TO
INCLUDE PRODUCTS OF COMPLETE OPERATIONS. PROVIDE A WAIVER OF
SUBROGATION IN FAVOR OF THE CITY OF LUBBOCK. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO PROVIDE TO THE OWNER ALL PROOF OF
COVERAGE INSURANCE DOCUMENTS INCLUDING WORKERS COMPENSATION
COVERAGE FOR EACH SUBCONTRACTOR. COPIES OF THE ENDORSEMENTS ARE
REQUIRED.
Commercial General Liability Requirements: $ 1 M occurrence / $2M aggregate (can be combined
with an Excess Liability to meet requirement). CGL is required in ALL
contracts. It is perhaps the most important of all insurance policies in a contractual relationship. It
insures the Contractor has broad liability coverage for contractual activities and for completed
operations.
Commercial General Liability to include Products — Completion/OP, Personal and Advertising
Injury, Contractual Liability, Fire Damage (any one fire), and Medical Expenses
(any one person).
Automatically add an excess liability of $4M.
Commercial General Liability HeavyEquipment Endorsement: Heavy equipment endorsement is
required
Commercial General Liability Digging Endorsement: XCU endorsement is required
Automobile Liability Requirements: $1M/occurrence is needed
Builder's Risk Requirements: Builder's Risk Insurance is needed for this project, and at a
minimum, the insurance should cover the full insurable value of the improvements.
Workers Compensation Requirements: Statutory. If the vendor is an independent contractor with
no employees and are exempt from providing Workers' Compensation coverage, they must sign a
waiver (obtained from COL Purchasing) and include a copy of their driver's license.. Employer
Liability ($1M) is required with Workers Compensation.
• The City of Lubbock (including its officials, employees and volunteers) shall be afforded
additional insured status on a primary and non-contributory basis on all liability policies except
professional liabilities and workers' comp.
• Waivers of Subrogation are required for CGL, AL, and WC.
* To Include Products of Completed Operations endorsement.
• Carrier will provide a 30-day written notice of cancellation, 10-day written notice for non-
payment.
• Carriers must meet a A.M. Best rating of A- or better.
• Subcontractors must carry same limits as listed above
1. Definitions:
Certificate of coverage ("certificate") - A copy of a certificate of insurance, a
certificate of authority to self -insure issued by the commission, or a coverage
agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation insurance coverage for the person's or entity's employees
providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the
project until the Contractor's/person's work on the project has been completed and
accepted by the governmental entity.
Persons providing services on the project ("subcontractor" in Section 406.096, Texas
Labor Code) - includes all persons or entities performing all or part of the services
the Contractor has undertaken to perform on the project, regardless of whether that
person contracted directly with the Contractor and regardless of whether that person
has employees. This includes, without limitation, independent contractors,
subcontractors, leasing companies, motor carriers, owner -operators, employees of
any such entity, or employees of any entity which furnishes persons to provide
services on the project. "Services" include, without limitation, providing, hauling, or
delivering equipment or materials, or providing labor, transportation, or other service
related to a project. "Services" does not include activities unrelated to the project,
such as food/beverage vendors, office supply deliveries, and delivery of portable
toilets.
2. The Contractor shall provide coverage, based on proper reporting of classification
codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees
of the contractor providing services on the project, for the duration of the project.
The Contractor must provide a certificate of coverage to the governmental entity prior
to being awarded the contract.
4. If the coverage period shown on the Contractor's current certificate of coverage ends
during the duration of the project, the Contractor must, prior to the end of the
coverage period, file a new certificate of coverage with the governmental entity
showing that coverage has been extended.
5. The Contractor shall obtain from each person providing services on the project, and
provide to the governmental entity:
(a) a certificate of coverage, prior to that person beginning work on the project,
so the governmental entity will have on file certificates of coverage showing
coverage for all persons providing services on the project; and
(b) no later than seven days after receipt by the Contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project.
6 The Contractor shall retain all required certificates of coverage for the duration of the
project and for one year thereafter.
7. The Contractor shall notify the governmental entity in writing by certified mail or
personal delivery, within 10 days after the Contractor knew or should have known,
of any change that materially affects the provision of coverage of any person
providing services on the project.
8. The Contractor shall post on each project site a notice, in the text, form and manner
prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the project that they are required to be covered, and stating how
a person may verify coverage and report lack of coverage.
9. The Contractor shall contractually require each person with whom it contracts to
provide services on the project, to:
(a) provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all of
its employees providing services on the project, for the duration of the project;
(b) provide to the Contractor, prior to that person beginning work on the project,
a certificate of coverage showing that coverage is being provided for all
employees of the person providing services on the project, for the duration of
the project;
(c) provide the Contractor, prior to the end of the coverage period, a new
certificate of coverage showing extension of coverage, if the coverage period
shown on the current certificate of coverage ends during the duration of the
proj ect;
(d) obtain from each other person with whom it contracts, and provide to the
Contractor:
(1) a certificate of coverage, prior to the other person beginning work on
the project; and
(2) a new certificate of coverage showing extension of coverage, prior to
the end of the coverage period, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the
project and for one year thereafter;
(f) notify the governmental entity in writing by certified mail or personal
delivery, within 10 days after the person knew or should have known, of any
change that materially affects the provision of coverage of any person
providing services on the project; and
(g) contractually require each person with whom it contracts to perform as
required by paragraphs (a) - (g), with the certificates of coverage to be
provided to the person for whom they are providing services.
10. By signing this contract or providing or causing to be provided a certificate of
coverage, the Contractor is representing to the governmental entity that all employees
of the Contractor who will provide services on the project will be covered by worker's
compensation coverage for the duration of the project, that the coverage will be based
on proper reporting of classification codes and payroll amounts, and that all coverage
agreements will be filed with the appropriate insurance carrier or, in the case of a
self -insured, with the commission's Division of Self -Insurance Regulation. Providing
false or misleading information may subject the Contractor to administrative
penalties, criminal penalties, civil penalties, or other civil actions.
11. The Contractor's failure to comply with any of these provisions is a breach of contract
by the Contractor which entitles the governmental entity to declare the contract void
if the Contractor does not remedy the breach within ten days after receipt of notice of
breach from the governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit
to the Owner for approval five Certificates of Insurance covering each insurance policy
carried and offered as evidence of compliance with the above insurance requirements, signed
by an authorized representative of the insurance company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in force thereunder on the date
borne by such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the
date borne by such certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the
named insured at the address shown in the proposal specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change
in or cancellation of the policies shown on the certificate.
(7) The certificate or certificates shall be on the form (or identical copies thereof)
contained in the job specifications. No substitute of nor amendment thereto will be
acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete
proj ect.
(9) A Contractor shall:
(a) provide coverage for its employees providing services on a project, for the
duration of the project based on proper reporting of classification codes and
payroll amounts and filling of any coverage agreements;
(b) provide a certificate of coverage showing workers' compensation coverage to
the governmental entity prior to beginning work on the project;
(c) provide the governmental entity, prior to the end of the coverage period, a
new certificate of coverage showing extension of coverage, if the coverage
period shown on the Contractor's current certificate of coverage ends during
the duration of the project;
(d) obtain from each person providing services on a project, and provide to the
governmental entity:
(i) a certificate of coverage, prior to that person beginning work on the
project, so the governmental entity will have on file certificates of
coverage showing coverage for all persons providing services on the
proj ect; and
(ii) no later than seven days after receipt by the Contractor, a new
certificate of coverage showing extension of coverage, if the coverage
period shown on the current certificate of coverage ends during the
duration of the project;
(e) retain all required certificates of coverage on file for the duration of the
project and for one year thereafter;
(f) notify the governmental entity in writing by certified mail or personal
delivery, within 10 days after the Contractor knew or should have known, of
any change that materially affects the provision of coverage of any person
providing services on the project;
(g) post a notice on each project site informing all persons providing services on
the project that they are required to be covered, and stating how a person may
verify current coverage and report failure to provide coverage. This notice
does not satisfy other posting requirements imposed by the Texas Worker's
Compensation Act or other commission rules. This notice must be printed
with a title in at least 30-point bold type and text in at least 19-point normal
type, and shall be in both English and Spanish and any other language
common to the worker population. The text for the notices shall be the
following text provided by the commission on the sample notice, without any
additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing
services related to this construction project must be covered by workers'
compensation insurance. This includes persons providing, hauling, or
delivering equipment or materials, or providing labor or transportation or
other service related to the project, regardless of the identity of their
employer or status as an employee. "
"Call the Texas Workers' Compensation Commission at 800-372-7713 or
512-804-4000 (www.tastate.tmus) to receive information of the legal
requirements for coverage, to verify whether your employer has provided
the required coverage, or to report an employer's failure to provide
coverage; " and
(h) contractually require each person with whom it contracts to provide services
on aproject, to:
(i) provide coverage based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements for all of its
employees providing services on the project, for the duration of the
proj ect;
(ii) provide a certificate of coverage to the Contractor prior to that person
beginning work on the project;
(iii) include in all contracts to provide services on the project the following
language:
"By signing this contract or providing or causing to
be provided a certificate of coverage, the person
signing this contract is representing to the
governmental entity that all employees of the
person signing this contract who will provide
services on the project will be covered by workers'
compensation coverage for the duration of the
project, that the coverage will be based on proper
reprinting of classification codes and payroll
amounts, and that all coverage agreements will be
filed with the appropriate insurance carrier or, in
the case of a self -insured, with the commission's
Division of Self -Insurance Regulation. Providing
false or misleading information may subject the
Contractor to administrative penalties, criminal
penalties, civil penalties, or other civil actions.";
(iv) provide the Contractor, prior to the end of the coverage period, a new
certificate of coverage showing extension of coverage, if the coverage
period shown on the current certificate of coverage ends during the
duration of the project;
(v) obtain from each other person with whom it contracts, and provide to
the Contractor:
(1) a certificate of coverage, prior to the other person beginning
work on the project; and
(2) prior to the end of the coverage period, a new certificate of
coverage showing extension of the coverage period, if the
coverage period shown on the current certificate of coverage
ends during the duration of the project;
(vi) retain all required certificates of coverage on file for the duration of
the project and for one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal
delivery, within 10 days after the person knew or should have known,
of any change that materially affects the provision of coverage of any
person providing services on the project; and
(viii) contractually require each other person with whom it contracts, to
perform as required by paragraphs (i)-(viii), with the certificate of
coverage to be provided to the person for whom they are providing
services.
29. DISABLED EMPLOYEES
Contractors having more than fifteen (15) employees agree to comply with the Americans with
Disabilities Act of 1990, and agree not to discriminate against a qualified individual with a disability
because of the disability of such individual in regard to job application procedures, the hiring,
advancement, or discharge of employees, employee compensation, job training, and other terms,
conditions, and privileges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS, LABORERS, MATERIALMEN,
AND FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES
Without limiting, in any way, manner or form, the indemnity provided by Contractor in paragraph
27 hereof, the Contractor agrees that it will indemnify and save the Owner and Engineer and all of
its officers, agents and employees, harmless against any and all claims, liabilities, losses, damages,
expenses and causes of action arising out of, in any way, manner or form, the demands of
subcontractors, laborers, workmen, mechanics, material men and furnishers of machinery and parts
thereof, equipment, power tools, and supplies, incurred in the performance of this contract and the
project which is the subject matter of this contract. When Owner so desires, the Contractor shall
furnish satisfactory evidence that all obligations of the nature hereinabove designated have been
paid, discharged or waived.
31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The Contractor shall pay all royalties and license fees, and shall provide for the use of any design,
device, material or process covered by letters patent or copyright by suitable legal agreement with
the Patentee or owner thereof. Without limiting, in any way, manner or form, the indemnity provided
by Contractor in paragraph 27 hereof, the Contractor shall defend all suits or claims for infringement
of any patent or copyrights and shall indemnify and save the Owner and Engineer, and all of its
officers, agents and employees harmless from any loss on account thereof, except that Owner shall
defend all such suits and claims and shall be responsible for all such loss when a particular design,
device, material or process or the product of a particular manufacturer or manufacturers is specified
or required in these contract documents by Owner; provided, however, if choice of alternate design,
device, material or process is allowed to the Contractor, then Contractor shall indemnify and save
Owner, and all of its officers, agents and employees harmless from any loss on account thereof.
Notwithstanding anything herein to the contrary, if the material or process specified or required by
Owner and/or this contract is an infringement, the Contractor shall be responsible for such loss unless
it gives written notice of such infringement to the Owner's Representative prior to offering.
32. LAWS AND ORDINANCES
The Contractor shall at all times observe and comply with all federal, state and local laws, ordinances
and regulations, which in any manner affect the contract or the work, and without limiting, in any
way, manner or form, the indemnity provided by Contractor in paragraph 27 hereof, Contractor shall
indemnify and save harmless the Owner and Engineer and all of its officers, agents, and employees
against any claims arising from the violation of any such laws, ordinances, and regulations, whether
by the Contractor, its employees, or subcontractors. If the Contractor observes that the plans and
specifications are at variance therewith, he shall notify the Owner's Representative in writing prior
to proposing and any necessary changes shall be adjusted as provided in the contract for changes in
the work. In the absence of timely written notification to Owner's Representative of such variance
or variances within said time, any objection and/or assertion that the plans and specifications are at
variance with any federal, state or local laws, ordinances or regulations shall be deemed waived. If
the Contractor, its employees or subcontractors perform any work contrary to such laws, ordinances,
rules and regulations, and without such notice to the Owner's Representative, Contractor shall bear
all costs arising there from.
The Owner is a municipal corporation of the State of Texas and the law from which it derives its
powers, insofar as the same regulates the obj ects for which, or the manner in which, or the conditions
under which the Owner may enter into contracts, shall be controlling, and shall be considered as part
of this contract to the same effect as though embodied herein.
33. SUBCONTRACTING
The Contractor agrees that it will retain personal control and will give its personal attention to the
fulfillment of this contract. The Contractor further agrees that subletting of any portion or feature
of the work, or materials required in the performance of this contract, shall not relieve the Contractor
from its full obligations to the Owner, as provided by the contract documents.
34. TIME FOR SUBSTANTIAL COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and mutually agreed by and between the Contractor and the Owner, that the
date of beginning and time for completion as specified in the Notice to Proceed and contract
documents, respectively, of work to be done hereunder are essential conditions of this contract; and
it is further mutually understood and agreed that the work embraced in this contract shall be
commenced as provided in the contract documents.
If the Contractor should neglect, fail, or refuse to substantially complete the work within the time
herein specified, then the Contractor does hereby agree as part of the consideration for the awarding
of this contract, the Owner may withhold permanently from Contractor's total compensation, the
sum of $300 PER CONSECUTIVE CALENDAR DAY, not as a penalty, but as liquidated
damages for the breach of the contract as herein set forth for each and every working day that the
Contractor shall be in default after the time stipulated for substantially completing the work.
If the Contractor should neglect, fail, or refuse to Finally complete the work within the time herein
specified, then the Contractor does hereby agree as part of the consideration for the awarding of this
contract, the Owner may withhold permanently from Contractor's total compensation, the sum of
$500 PER CONSECUTIVE CALENDAR DAY, not as a penalty, but as liquidated damages for
the breach of the contract as herein set forth for each and every working day that the Contractor shall
fail to meet the time requirements stipulated for substantially completing the work.
It is expressly understood and agreed, by and between Contractor and the Owner, that the time for
the substantial completion of the work described herein is reasonable time for the completion of the
same, taking into consideration the average climatic range and conditions and usual industrial
conditions prevailing in this locality. The amount is fixed and agreed upon by and between the
Contractor and the Owner because the actual damages the Owner would sustain in such event would
be difficult and/or impossible to estimate, however, the amount agreed upon herein is a reasonable
forecast of the amount necessary to render just compensation to Owner, and is expressly agreed to
be not disproportionate to actual damages as measured at time of breach.
IT IS FURTHER AGREED AND UNDERSTOOD BETWEEN THE CONTRACTOR AND
OWNER THAT TIME IS OF THE ESSENCE OF THIS CONTRACT.
35. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the
Contractor shall be allowed to prosecute its work in such order of precedence, and in such manner
as shall be most conductive to economy of construction. The Contractor shall ensure daily
prosecution of the work is conducted every business day until completed, regardless if the work will
be substantially or finally complete ahead of specified deadlines in the agreement, unless the City
determines time off from said prosecution is necessary or reasonable and Contractor received said
determination in writing from the City. Further, when the Owner is having other work done, either
by contract or by its own force, the Owner's Representative (as distinguished from the Resident
Project Representative) may direct the time and manner of constructing work done under this
contract so that conflicts will be avoided and the construction of the various works being done for
the Owner shall be harmonized. Additionally, inclement weather shall be the only other reason
consistent, daily prosecution of the work may not take place on those inclement weather days.
The Contractor shall submit, at such times as may reasonably be requested by the Owner's
Representative, schedules which shall show the order in which the Contractor intends to carry on
the work, with dates at which the Contractor will start the several parts of the work and estimated
dates of completion of the several parts.
36. TIME OF PERFORMANCE
The Contractor agrees that it has submitted its proposal in full recognition of the time required for
the completion of this project, taking into consideration the average climatic range and industrial
conditions prevailing in this locality, and has considered the liquidated damage provisions of
paragraph 34 hereinabove set forth and expressly agrees that it shall not be entitled to, nor will it
request, an extension of time on this contract, except when its work has been delayed by an act or
neglect of the Owner, Owner's Representative, employees of the Owner or other contractors
employed by the Owner, or by changes ordered in the work, or by strike, walkouts, acts of God or
the public enemy, fire or flood. Any request for extension shall be in writing with the written request
for same setting forth all justifications, in detail, for the request, and submitted to Owner's
Representative within twenty (20) calendar days of the occurrence of the event causing said delay.
A failure by Owner's Representative to affirmatively grant the extension no later than within twenty
(20) calendar days of written submission by Contractor shall be deemed a denial, and final. Further,
in the absence of timely written notification of such delay and request for extension, as provided
herein, any request for extension by Contractor shall be deemed waived.
37. HINDRANCE AND DELAYS
In executing the contract, the Contractor agrees that in undertaking to complete the work within the
time herein fixed, Contractor has taken into consideration and made allowances for all hindrances
and delays incident to such work, whether growing out of delays due to unusual and unanticipated
circumstances, difficulties or delays in securing material or workers, or any other cause or
occurrence. No charge shall be made by the Contractor for hindrance or delays from any cause
during the progress of any part of the work embraced in this contract except where the work is
stopped by order of the Owner or Owner's Representative for the Owner's convenience, in which
event, such expense as in the sole judgment of the Owner's Representative that is caused by such
stoppage shall be paid by Owner to Contractor.
38. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the actual measured or
computed length, area, solid contents, number and weight only shall be considered, unless otherwise
specifically provided. In the event this contract is let on a unit price basis, then Owner and
Contractor agree that this contract, including the specifications, plans and other contract documents
are intended to show clearly all work to be done and material to be furnished hereunder. Where the
estimated quantities are shown, and only when same are expressly stated to be estimates, for the
various classes of work to be done and material to be furnished under this contract, they are
approximate and are to be used only as a basis for estimating the probable cost of the work and for
comparing their proposals offered for the work. In the event the amount of work to be done and
materials to be furnished are expressly stated to be estimated, and only when same are expressly
stated to be estimated, it is understood and agreed that the actual amount of work to be done and the
materials to be furnished under this contract may differ somewhat from these estimates, and that
where the basis for payment under this contract is the unit price method, payment shall be for the
actual amount of work done and materials furnished on the project, provided that the over run or
under run of estimated quantities not exceed 15% of the estimated quantity.
39. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining property or properties in
any way encountered, which may be injured or seriously affected by any process of construction to
be undertaken under this agreement, from any damage or injury by reason of said process of
construction; and Contractor shall be liable for any and all claims for such damage on account of his
failure to fully protect all adjacent property. Without limiting, in any way, manner and form, the
indemnity provided by Contractor in paragraph 27 hereof, the Contractor agrees to indemnify, save
and hold harmless the Owner and Engineer, and any of its officers, agents and employees, against
any and all claims or damages due to any injury to any adjacent or adjoining property, related to,
arising from or growing out of the performance of this contract.
40. PRICE FOR WORK
In consideration of the furnishing of all necessary labor, equipment and material and the completion
of all work by the Contractor, and on the delivery of all materials embraced in this contract in full
conformity with the specifications and stipulations herein contained, the Owner agrees to pay the
Contractor the price set forth in the proposal attached hereto, which has been made a part of this
contract, and the Contractor hereby agrees to receive such price in full for furnishing all materials
and all labor required for the aforesaid work, also, for all expenses incurred by Contractor and for
well and truly performing the same and the whole thereof in the manner and according to this
agreement, the attached specifications, plans, contract documents and requirements of Owner's
Representative.
41. PAYMENTS
No payments made or certificates given shall be considered as conclusive evidence of the
performance of the contract, either wholly or in part, nor shall any certificate or payment be
considered as acceptance of defective work. Contractor shall at any time requested during the
progress of the work furnish the Owner or Owner's Representative with a verifying certificate
showing the Contractor's total outstanding indebtedness in connection with the work. Before final
payment is made, Contractor shall satisfy Owner, by affidavit or otherwise, that there are no
outstanding liens against Owner's premises by reason of any work under the contract. Acceptance
by Contractor of final payment of the contract price shall constitute a waiver of all claims against
Owner, Owner's agents and employees, which have not theretofore been timely filed as provided in
this contract.
42. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an
application for partial payment or, if the Contractor does not submit such application, the Owner's
Representative shall determine the amount to be partially paid. Owner's Representative shall review
said application for partial payment if submitted, and the progress of the work made by the
Contractor and if found to be in order, shall prepare a certificate for partial payment showing as
completely as practical the total value of the work done by the Contractor up to and including the
last day of the preceding month. The determination of the partial payment by the Owner's
Representative shall be in accordance with Paragraph 14 hereof.
The Owner shall then pay the Contractor on or before the fifteenth day of the current month the total
amount of the Owner's Representative's Certificate of Partial Payment, less:
(i) in the event the total value of the contract is five million dollars or more, 5% of the amount thereof,
which 5% shall be retained until final payment, and further, less all previous payments and all further
sums that may be retained by Owner under the terms of the contract documents; or
(ii) in the event the total value of the contract is less than five million dollars, 10% or less, of the amount
thereof, which percentage shall be retained until final payment, and further, less all previous payments
and all further sums may be retained by Owner under the terms of the contract documents
("Retainage").
If Contractor engages a sub -contractor to perform all or part of Contractor's work under the contract,
the Contractor shall not withhold a greater percentage of Retainage than the percentage set out in in
this section pertaining to the Contractor. Contractor shall likewise require any subcontractor it
engages to comply with section 2252.032 of the Texas Government Code.
Any partial payment made hereunder shall not constitute a waiver by the Owner of any and all other
rights to enforce the express terms of the contract documents, and all remedies provided therein, as
to any and all work performed, to be performed and/or materials delivered hereunder, including, but
limited to, work to which said partial payment is attributable.
43. SUBSTANTIAL COMPLETION
Contractor shall give Owner's Representative written notice of substantial completion. Within
fifteen (15) calendar days after the Contractor has given the Owner's Representative written notice
that the work has been substantially completed, the Owner's Representative and/or the Owner shall
inspect the work and within said time, if the work be found to be substantially completed in
accordance with the contract documents, the Owner's Representative shall issue to the Owner and
Contractor a certificate of substantial completion. The work will be deemed substantially complete
when the work (or a specified portion thereof) has progressed to the point where, in the opinion of
the Owner or Owner's Representative, the work (or a specified portion thereof) is sufficiently
complete, in accordance with all the contract documents, including the Proposal and all applicable
technical specifications, so that the work (or a specified portion thereof) can be utilized for the
purposes for which it is intended without unscheduled disruption. Owner may, in its sole discretion,
release all or a portion of the Retainage upon Owner's receipt of the certificate of substantial
completion for all of the work or a specified portion thereof. Notwithstanding the issuance of a
certificate of substantial completion, Contractor shall proceed with diligence to finally complete the
work within the time provided in this contract.
44. FINAL COMPLETION AND PAYMENT
The Contractor shall give written notice to Owner's Representative of final completion. Upon
written notice of final completion, the Owner's Representative shall proceed to make final
measurement to determine whether final completion has occurred. If the Owner's Representative
determines final completion has occurred, Owner's Representative shall so certify to the Owner.
Upon certification by Owner's Representative of final completion, Owner shall pay to the Contractor
on or before the 31st working day after the date of certification of final completion, the balance due
Contractor under the terms of this agreement. Neither the certification of final completion nor the
final payment, nor any provisions in the contract documents shall relieve the Contractor of the
obligation for fulfillment of any warranty which may be required in the contract documents and/or
any warranty or warranties implied by law or otherwise. Owner may, in its sole discretion, release
all or a portion of the Retainage for fully completed and accepted portions of the work.
45
Notwithstanding the foregoing, Owner may withhold the Retainage if there is a bona fide dispute
between Owner and Contractor according to section 2252.032(f) of the Texas Government Code.
CORRECTION OF WORK
Contractor shall promptly remove from Owner's premises all materials condemned by the Owner's
Representative on account of failure to conform to the contract documents, whether actually
incorporated in the work or not, and Contractor shall at its own expense promptly replace such
condemned materials with other materials conforming to the requirements of the contract
documents. Contractor shall also bear the expense of restoring all work of other contractors damaged
by any such removal or replacement. If Contractor does not remove and replace any such
condemned work within a reasonable time but not to exceed 30 days after a written notice by the
Owner or the Owner's Representative, Owner may remove and replace it at Contractor's expense.
The Contractor shall pay all claims, cost, losses, and damages (including but not limited to all fees
and charges of the engineers, architects, attorneys, and other professionals and all court or arbitration
or other dispute resolution cost) arising out of or relating to such correction or removal.
Neither the final payment, nor certification of final completion or substantial completion, nor any
provision in the contract documents shall relieve the Contractor of responsibility for faulty materials
or workmanship, and Contractor shall remedy any defects due thereto and pay for any damage to
other work resulting therefrom, which shall appear within a period of one (1) year from the date of
certification of final completion by Owner's Representative.
PAYMENT WITHHELD
The Owner or Owner's Representative may, on account of subsequently discovered evidence,
withhold or nullify the whole or part of any certification to such extent as may be necessary to protect
itself from loss on account of:
(a) Defective work not remedied and/or work not performed,
(b) Claims filed or reasonable evidence indicating possible filing of claims,
(c) Damage to another contractor,
(d) Notification to owner of failure to make payments to Subcontractors or Suppliers,
(e) Failure to submit up-to-date record documents as required,
(f) Failure to submit monthly progress schedule updates or revised scheduled as requested by
Owner,
(g) Failure to provide Project photographs required by Specifications.
When the above grounds are removed, or the Contractor provides a surety bond satisfactory
to the Owner, in the amount withheld, payment shall be made for amounts withheld because
of them.
47. CLAIM OR DISPUTE
It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the
Contractor shall be in writing and filed with the Owner's Representative within fifteen (15) calendar
days after the Owner's Representative has given any direction, order or instruction to which the
Contractor desires to take exception. Timely written notice of dispute as provided in this contract
of any decision by Owner's Representative or Owner shall be a condition precedent to the bringing
and/or assertion of any action or claim by Contractor of any right under this Contract. If the matters
set forth in the notice of dispute are not granted or otherwise responded to by Owner's Representative
within fifteen (15) calendar days of receipt of notice of dispute by Owner's Representative, said
objections shall be deemed denied. Any decision by the Owner's Representative, or deemed denial
by the Owner's Representative, shall be final and conclusive in the absence of fraud. It is further
agreed that the acceptance by the Contractor of the final payment shall be a bar to any and all claims
of the Contractor, and constitute a waiver of the right to assert any claim against Owner, Owner's
agents and employees and Owner's Representative, by Contractor.
48. NON-COMPLIANCE AND/OR ABANDONMENT BY CONTRACTOR
In case the Contractor should (1) abandon and fail or refuse to resume work within fifteen (15)
calendar days after written notification from the Owner or the Owner's Representative, or (2) if the
Contractor fails to comply with the written orders of the Owner's Representative, when such orders
are consistent with this contract, then the Surety on the bond shall be notified in writing and directed
to complete the work and a copy of said notice shall be delivered to the Contractor. In the event a
bond is not required by law, or otherwise obtained by the Contractor, no further notice of such non-
compliance to Contractor shall be required.
After receiving said notice of abandonment or non-compliance , the Contractor shall not remove
from the work any machinery, equipment, tools, materials or supplies then on the job, but the same,
together with any materials and equipment under the contract for work, may be held for use on the
work by the Owner or the Surety of the Contractor, or another contractor, in completion of the work;
and the Contractor shall not receive any rental or credit therefore (except when used in connection
with Extra Work, where credit shall be allowed as provided for under paragraph 24 of this contract);
it being understood that the use of such equipment and materials will ultimately reduce the cost to
complete the work and be reflected in the final settlement.
In the event the Contractor, or Surety, whichever is applicable, should fail to commence compliance
with the notice hereinbefore provided within ten (10) calendar days after service of such notice,
and/or shall fail to proceed with diligence to complete the project as contemplated and in compliance
with all terms and provisions of the contract documents, then the Owner may exercise any and all
remedies available to it pursuant to law, contract, equity or otherwise, including, but not limited to,
providing for completion of the work in either of the following elective manners:
(a) The Owner may employ such force of persons and use of machinery, equipment, tools,
materials and supplies as said Owner may deem necessary to complete the work and charge
the expense of such labor, machinery, equipment, tools, materials and supplies to said
Contractor, and the expense so charged shall be deducted and paid by the Owner out of such
moneys as may be due, or that may thereafter at any time become due to the Contractor under
and by virtue of this Agreement. In case such expense is less than the sum which would have
been payable under this contract, if the same had been completed by the Contractor, then
said Contractor shall receive the difference. In case such expense is greater than the sum
which would have been payable under this contract, if the same had been completed by said
Contractor, then the Contractor and/or its Surety shall pay the amount of such excess to the
Owner; or
(b) The Owner, under sealed proposals, after notice published as required by law, at least twice
in a newspaper having a general circulation in the County of location of the work, may let
the contract for the completion of the work under substantially the same terms and conditions
which are provided in this contract. In case of any increase in cost to the Owner under the
new contract as compared to what would have been the cost under this contract, such increase
shall be charged to the Contractor and the Surety shall be and remain bound therefore.
Should the cost to complete any such new contract prove to be less than that which would
have been the cost to complete the work under this contract, the Contractor or his Surety
shall be credited therewith.
In the event the Owner's Representative elects to complete the work, as described above, when the
work shall have been finally completed, the Contractor and his Surety shall be so notified and
certification of completion as provided in paragraph 44 hereinabove set forth, shall be issued. A
complete itemized statement of the contract accounts, certified to by Owner's Representative as
being correct shall then be prepared and delivered to Contractor and his Surety, if applicable,
whereon the Contractor or his Surety, or the Owner as the case may be, shall pay the balance due as
reflected by said statement within 30 days after the date of certification of completion.
In the event the statement of accounts shows that the cost to complete the work is less than that
which would have been the cost to the Owner had the work been completed by the Contractor under
the terms of this contract, or when the Contractor and/or his Surety, if applicable, shall pay the
balance shown to be due by them to the Owner, then all machinery, equipment, tools, materials or
supplies left on the site of the work shall be turned over to the Contractor and/or his Surety, if
applicable. Should the cost to complete the work exceed the contract price, and the Contractor and/or
his Surety, if applicable, fail to pay the amount due the Owner within the time designated
hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of
the work, notice thereof, together with an itemized list of such equipment and materials shall be
mailed to the Contractor and his Surety, if applicable, at the respective addresses designated in this
contract; provided, however, that actual written notice given in any manner will satisfy this
condition. After mailing, or other giving of such notice, such property shall be held at the risk of
the Contractor and his Surety, if applicable, subject only to the duty of the Owner to exercise ordinary
care to protect such property. After fifteen (15) calendar days from the date of said notice the Owner
may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from
such sale to the credit of the Contractor and his Surety, if applicable. Such sale may be made at
either public or private sale, with or without notice, as the Owner may elect. The Owner shall release
any machinery, equipment, tools, materials, or supplies that remain on the jobsite and belong to
persons other than the Contractor or his Surety, if applicable, to their proper owners.
The remedies provided to Owner by law, equity, contract, or otherwise, shall be cumulative, to the
extent permitted by law. It is expressly agreed and understood that the exercise by Owner of the
remedies provided in this paragraph shall not constitute an election of remedies on the part of Owner,
and Owner, irrespective of its exercise of remedies hereunder, shall be entitled to exercise
concurrently or otherwise, any and all other remedies available to it, by law, equity, contract or
otherwise, including but not limited to, liquidated damages, as provided in paragraph 34,
hereinabove set forth.
49. LIMITATION ON CONTRACTOR'S REMEDY
The remedies of Contractor hereunder shall be limited to, and Owner shall be liable only for, work
actually performed by Contractor and/or its subcontractors as set forth in the contract documents,
and Owner shall not be liable for any consequential, punitive or indirect loss or damage that
Contractor may suffer in connection with the project which is the subject matter of this contract.
50. BONDS
The Contractor is required to furnish a performance bond in accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said contract
price exceeds $100,000 and the Contractor is required to furnish a payment bond in accordance with
Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that
said contract price exceeds $50,000. All bonds shall be submitted on forms supplied by the Owner,
and executed by a Surety Company listed on the State Treasury's "Approved" list and authorized to
do business in the State of Texas. It is further agreed that this contract shall not be in effect until
such bonds are so furnished.
51. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special
conditions conflict with any of the general conditions contained in this contract, then in such event
the special conditions shall control.
52. LOSS OR EXPENSE DUE TO UNUSUAL OR UNANTICIPATED CIRCUMSTANCES
Unless otherwise specified herein, all loss, expense or damage to the Contractor arising out of the
nature of the work to be done, or from the action of the elements, or from any unforeseen
circumstance or from unusual obstructions or difficulties, naturally occurring, man-made or
otherwise, which may be encountered in the prosecution of the work, shall be sustained and borne
by the Contractor at his own cost and expense.
53. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power
and authority to direct, supervise, and control its own employees and to determine the method of the
performance of the work covered hereby. The fact that the Owner or Owner's Representative shall
have the right to observe Contractor's work during Contractor's performance and to carry out the
other prerogatives which are expressly reserved to and vested in the Owner or Owner's
Representative hereunder, is not intended to and shall not at any time change or effect the status of
the Contractor as an independent contractor with respect to either the Owner or Owner's
Representative or to the Contractor's own employees or to any other person, firm, or corporation.
54. CLEANING UP
The Contractor shall at all times keep the premises free from accumulation of debris caused by the
work, and at the completion of the work Contractor shall remove all such debris and also its tools,
scaffolding, and surplus materials and shall leave the work room clean or its equivalent. The work
shall be left in good order and condition. In case of dispute Owner may remove the debris and
charge the cost to the Contractor.
55. HAZARDOUS SUBSTANCES AND ASBESTOS
Hazardous Substances (herein so called), as defined in the Comprehensive Environmental Response,
Compensation, and Liability Act (42 U.S.C.S. §9601(14)) and the regulations promulgated
thereunder, as same may be amended from time to time, hydrocarbons or other petroleum products
or byproducts and/or asbestos, in any form, shall not (i) be utilized, in any way, manner or form, in
the construction of, or incorporation into, the Project; or (ii) be brought upon, placed, or located, by
any party, on the Project site, or any other property of the City, without the written consent of the
Owner's Representative. If Contractor believes that the utilization of a Hazardous Substance,
hydrocarbons or other petroleum products or byproducts and/or asbestos is necessary in the
construction of the Project, or that it is necessary to place and/or otherwise locate upon the site of
the Project or other property of the City, a Hazardous Substance, hydrocarbons or other petroleum
products or byproducts and/or asbestos, Contractor shall notify the Owner's Representative, and
request consent therefrom, at least twenty (20) days prior to such action. Owner's Representative
may grant or deny the request of Contractor and provide whatever requirements such consent, if
granted, is conditioned upon, in its sole and absolute discretion. If the request of Contractor is not
granted, or otherwise not responded to, by Owner's Representative within five (5) days of the receipt
of said request, said request shall be deemed to be denied.
In the event Owner's Representative shall consent to the request of Contractor, Contractor shall be
responsible for ensuring that all personnel involved in the Project are (i) trained for the level of
expertise required for proper performance of the actions contemplated by this Contract and, in
particular, in all aspects of handling, storage, disposal and exposure of Hazardous Substances,
hydrocarbons or other petroleum products or byproducts and/or asbestos; and (ii) are provided and
utilize all protective equipment, including without limitation, personal protective gear, necessary to
provide protection from exposure to Hazardous Substances, hydrocarbons or other petroleum
products or byproducts and/or asbestos.
56. NONAPPROPRIATION
All funds for payment by the City under this contract are subject to the availability of an annual
appropriation for this purpose by the City. In the event of non -appropriation of funds by the City
Council of the City of Lubbock for the goods or services provided under the contract, the City will
terminate the contract, without termination charge or other liability, on the last day of the then -
current fiscal year or when the appropriation made for the then -current year for the goods or services
covered by this contract is spent, whichever event occurs first. If at any time funds are not
appropriated for the continuance of this contract, cancellation shall be accepted by the Seller on
thirty (30) days prior written notice, but failure to give such notice shall be of no effect and the City
shall not be obligated under this contract beyond the date of termination.
57. THE CITY RIGHT TO AUDIT
At any time during the term of this Contract and for a period of four (4) years thereafter the City or
a duly authorized audit representative of the City, or the State of Texas, at its expense and at
reasonable times, reserves the right to audit Contractor's records and books relevant to all services
provided under this Contract. In the event such an audit by the City reveals any errors/overpayments
by the City, Contractor shall refund the City the full amount of such overpayments within thirty (30)
days of such audit findings, or the City, at its option, reserves the right to deduct such amounts owing
the City from any payments due Contractor.
58. NON -ARBITRATION
The City reserves the right to exercise any right or remedy available to it by law, contract, equity, or
otherwise, including without limitation, the right to seek any and all forms of relief in a court of
competent jurisdiction. Further, the City shall not be subject to any arbitration process prior to
exercising its unrestricted right to seek judicial remedy. The remedies set forth herein are cumulative
and not exclusive, and may be exercised concurrently. To the extent of any conflict between this
provision and another provision in, or related to, this document, this provision shall control.
59. CONTRACTOR ACKNOWLEDGES
Contractor Acknowledges by supplying any Goods or Services that the Contractor has read, fully
understands, and will be in full compliance with all terms and conditions and the descriptive material
contained herein and any additional associated documents and Amendments. The City disclaims any
terms and conditions provided by the Contractor unless agreed upon in writing by the parties. In the
event of conflict between these terms and conditions and any terms and conditions provided by the
Contractor, the terms and conditions provided herein shall prevail. The terms and conditions provided
herein are the final terms agreed upon by the parties, and any prior conflicting terms shall be of no
force or effect.
60. LABOR CODE CHAPTER 214
Sec. 214.008. MISCLASSIFICATION OF CERTAIN WORKERS; PENALTY. (a) A person who
contracts with a governmental entity to provide a service as defined by Section 2155.001,
Government Code, shall properly classify, as an employee or independent contractor in accordance
with Chapter 201, any individual the person directly retains and compensates for services performed
in connection with the contract. (b) In this subsection, "subcontractor" means a person directly
retained and compensated by a person who contracts with a governmental entity to provide a service
as defined by Section 2155.001, Government Code. A subcontractor shall properly classify, as an
employee or independent contractor in accordance with Chapter 201, any individual the subcontractor
directly retains and compensates for services performed in connection with the contract for which the
subcontractor is retained. (c) A person who fails to properly classify an individual as required by
Subsection (a) or (b) shall pay to the commission a penalty equal to $200 for each individual that the
person has not properly classified. (d) The commission may not take action to collect a penalty under
this section from a person after the third anniversary of the date on which the violation occurred.
61. CERTIFICATE OF INTERESTED PARTIES
House Bill 1295, adopted by the 84th Legislature, created §2252.908, Texas Government Code.
Section 2252.908 requires a business entity entering into certain contracts with a governmental entity
or state agency to file with the governmental entity or state agency a disclosure of interested parties
at the time the business entity submits the signed contract to the governmental entity or state agency.
Section 2252.908 requires the disclosure form to be signed by the authorized agent of the contracting
business entity, acknowledging that the disclosure is made under oath and under penalty of perjury.
Section 2252.908 applies only to a contract that requires an action or vote by the governing body of
the governmental entity or state agency before the contract may be signed or has a value of at least
$1 million. Instructions for completing Form 1295 are available at:
https://ci.lubbock.tx.us/departments/purchasing/vendor-information
62. TEXAS GOVERNMENT CODE SECTION 2252.152
Contracts with Companies Engaged in Business with Iran, Sudan, or Foreign Terrorist Organization
Prohibited. Pursuant to Section 2252.152 of the Texas Government Code, prohibits the City from
entering into a contract with a vendor that is identified by The Comptroller as a company known to
have contracts with or provide supplies or service with Iran, Sudan or a foreign terrorist
organization.
63. TEXAS GOVERNMENT CODE SECTION 2271.002
Pursuant to Section 2271.002 of the Texas Government Code, a) This section applies only to a
contract that: (1) is between a governmental entity and a company with 10 or more full-time
employees; and (2) has a value of $100,000 or more that is to be paid wholly or partly from public
funds of the governmental entity. (b) A governmental entity may not enter into a contract with a
company for goods or services unless the contract contains a written verification from the company
that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract.
64. CONTRACTOR ACKNOWLEDGES
Contractor Acknowledges by supplying any Goods or Services that the Contractor has read, fully
understands, and will be in full compliance with all terms and conditions and the descriptive material
contained herein and any additional associated documents and Amendments. The City disclaims any
terms and conditions provided by the Contractor unless agreed upon in writing by the parties. In the
event of conflict between these terms and conditions and any terms and conditions provided by the
Contractor, the terms and conditions provided herein shall prevail. The terms and conditions
provided herein are the final terms agreed upon by the parties, and any prior conflicting terms shall
be of no force or effect.
65. TEXAS PUBLIC INFORMATION ACT
The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract and
the contractor or vendor agrees that the contract can be terminated if the contractor or vendor
knowingly or intentionally fails to comply with a requirement of that subchapter. To the extent
Subchapter J, Chapter 552, Government Code applies to this agreement, Contractor agrees to: (1)
preserve all contracting information related to the contract as provided by the records retention
requirements applicable to the governmental body for the duration of the contract; (2) promptly
provide to the governmental body any contracting information related to the contract that is in the
custody or possession of the entity on request of the governmental body; and (3) on completion of
the contract, either: (A) provide at no cost to the governmental body all contracting information
related to the contract that is in the custody or possession of the entity; or (B) preserve the contracting
information related to the contract as provided by the records retention requirements applicable to
the governmental body.
66. CONFIDENTIALITY
The Contractor shall retain all information received from or concerning the City and the City's
business in strictest confidence and shall not reveal such information to third parties without prior
written consent of the City, unless otherwise required by law.
67. INDEMNITY
The Contractor shall indemnify and save harmless the city of Lubbock and its elected officials,
officers, agents, and employees from all suits, actions, losses, damages, claims, or liability of any
kind, character, type, or description, including without limiting the generality of the foregoing, all
expenses of litigation, court costs, and attorney's fees, for injury or death to any person, or injury to
any property, received or sustained by any person or persons or property, to the extent arising out
of, related to or occasioned by, the negligent acts of the Contractor, its agents, employees, and/or
subcontractors, related to the performance, operations or omissions under this agreement and/or the
use or occupation of city owned property. The indemnity obligation provided herein shall survive
the expiration or termination of this agreement.
68. PROFESSIONAL RESPONSIBILITY
All architectural or engineering services to be performed shall be done with the professional skill
and care ordinarily provided by competent architects or engineers practicing under the same or
similar circumstances and professional license.
69. TEXAS SENATE BILL 219 SUBCHAPTER B ITEMS B AND C
(b) A contractor must, within a reasonable time of learning of a defect, inaccuracy, inadequacy, or
insufficiency in the plans, specifications, or other design documents, disclose in writing to the
person with whom the contractor enters into a contract the existence of any known defect in the
plans, specifications, or other design documents that is discovered by the contractor, or that
reasonably should have been discovered by the contractor using diligence, before or during
construction. In this subsection, ordinary diligence means the observations of the plans,
specifications, or other design documents or the improvement to real property that a contractor
would make in the reasonable preparation of a bid or fulfillment of its scope of work under normal
circumstances. Ordinary diligence does not require that the contractor engage a person licensed or
registered under Title 6, Occupations Code, or any other person with specialized skills. A
disclosure under this subsection is made in the contractor's capacity as contractor and not as a
licensed professional under Title 6, Occupations Code.
(c) A contractor who fails to disclose a defect as required by Subsection (b) may be liable for the
consequences of defects that result from the failure to disclose.
70. GOVERNMENT CODE 2251.0521 UNSIGNED CHANGE ORDER
(a) A contractor or subcontractor may elect not to proceed with additional work directed by a
governmental entity if: (1) the contractor or subcontractor has not received a written, fully
executed change order for the governmental entity -directed additional work; and (2) the aggregate
actual or anticipated value of the additional work plus any previous governmental entity -directed
additional work for which the contractor or subcontractor has not received a written, fully executed
change order exceeds 10 percent of the contractor 's or subcontractor 's original contract amount.
(b) contractor or subcontractor who elects not to proceed with additional work as provided by this
section is not responsible for damages associated with the election not to proceed.
DAVIS BACON WAGE DETERMINATIONS
Page Intentionally Left Blank
EXHIBIT A
"General Decision Number: TX20230002 01/06/2023
Superseded General Decision Number: TX20220002
State: Texas
Construction Types: Heavy and Highway
Counties: Armstrong, Carson, Crosby, Ector, Irion, Lubbock,
Midland, Potter, Randall, Taylor and Tom Green Counties in Texas.
HEAVY & HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis -Bacon Act are generally
required to pay at least the applicable minimum wage rate
required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered
contracts entered into by the federal government that are
subject to the Davis -Bacon Act itself, but do not apply to
contracts subject only to the Davis -Bacon Related Acts,
including those set forth at 29 CFR 5.1 (a) (2) - (60) .
JIf the contract is entered �.
linto on or after January 30,
12022, or the contract is
lrenewed or extended (e.g., an �.
loption is exercised) on or 1
lafter January 30, 2022: 1
If the contract was awarded onl.
or between January 1, 2015 andl
January 29, 2022, and the
contract is not renewed or �.
extended on or after January
30, 2022:
Executive Order 14026 1
generally applies to the 1
contract. 1
The contractor must pay 1
all covered workers at 1
least $16.20 per hour (or 1
the applicable wage rate 1
listed on this wage 1
determination, if it is 1
higher) for all hours 1
spent performing on the 1
contract in 2023. 1
I
Executive Order 13658 1
generally applies to the 1
contract. 1
The contractor must pay alil
covered workers at least 1
$12.15 per hour (or the 1
applicable wage rate listed)
on this wage determination,)
if it is higher) for all
hours spent performing on
that contract in 2023.
I I
The applicable Executive Order minimum wage rate will be
adjusted annually. If this contract is covered by one of the
Executive Orders and a classification considered necessary for
performance of work on the contract does not appear on this
wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker
protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/06/2023
SUTX2011-002 08/02/2011
Rates
CEMENT MASON/CONCRETE
FINISHER (Paving & Structures) ... $ 13.55 **
ELECTRICIAN ......................$ 20.96
FORM BUILDER/FORM SETTER
Paving & Curb ...............$ 12.36 **
Structures ..................$ 13.52 **
I A i0' 0'7
Asphalt Raker ...............$ 12.28 **
Flagger.....................$ 9.30 **
Laborer, Common .............$ 10.30 **
Laborer, Utility ............ $ 11.80 **
Work Zone Barricade
Servicer....................$ 10.30 **
POWER EQUIPMENT OPERATOR:
Asphalt Distributer ......... $ 14.87 **
Asphalt Paving Machine ...... $ 13.40 **
Fringes
Broom and Sweeper ...........
$ 11.21
**
Crane, Lattice Boom 80
Tons or Less ................$
16.82
Crawler Tractor Operator ....
$ 13.96
**
Excavator, 50,000 lbs or
less ........................$
13.46
**
Front End Loader Operator,
Over 3 CY...................$
12.77
**
Front End Loader, 3CY or
less ........................$
12.28
**
Loader/Backhoe..............$
14.18
**
Mechanic ....................$
20.14
Milling Machine .............$
15.54
**
Motor Grader, Rough ........
$ 16.15
**
Motor Grader, Fine ..........
$ 17.49
Pavement Marking Machine ....
$ 16.42
Reclaimer/Pulverizer........$
12.85
**
Roller, Asphalt .............$
10.95
**
Roller, Other ...............$
10.36
**
Scraper .....................$
10.61
**
Spreader Box ................$
12.60
**
Servicer .........................$ 13.98 **
Steel Worker (Reinforcing) ....... $ 13.50 **
TRUCK DRIVER
Lowboy -Float ................$ 14.46 **
Single Axle .................$ 12.74 **
Single or Tandem Axle Dump..$ 11.33 **
Tandem Axle Tractor with
Semi ........................$ 12.49 **
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
** Workers in this classification may be entitled to a higher
minimum wage under Executive Order 14026 ($16.20) or 13658
($12.15). Please see the Note at the top of the wage
determination for more information.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis -Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health -related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health -related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at
https://www.dol.gov/agencies/whd/government-contracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii) ) .
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non -union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 1000 of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be.
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
National Office because National Office has responsibility for
the Davis -Bacon survey program. If the response from this
initial contact is not satisfactory, then the process described
in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISIO"
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EXHIBIT B & C
City of Lubbock
Overtime
Legal Holiday
Prevailing Wage Rates
The rate for overtime (in excess of forty hours per week) shall be as required by the Fair Labor
Standards Act.
The rate for legal holidays shall be as required by the Fair Labor Standards Act.
Pate Intentionally Left Blank
SPECIFICATIONS
Page Intentionally Left Blank
SOUTHEAST LUBBOCK WATER
SYSTEM EXPANSION - 98TH STREET
WATERLINE EXTENSION
Ikkilr C,Tyof
Lubbock
TECHNICAL SPECIFICATIONS
SEPTEMBER 2023
Seal Sheet
09/10/2023
SOUTHEAST LUBBOCK WATER SYSTEM EXPANSION - SEPTEMBER 2023
98TH STREET WATERLINE EXTENSION
CONTRACT DOCUMENTS AND SPECIFICATIONS
CITY OF LUBBOCK
SOUTHEAST LUBBOCK WATER EXPANSION — 98TH STREET WATERLINE
EXTENSION
TABLE OF CONTENTS
SealSheet......................................................................................................................................................2
TABLEOF CONTENTS.....................................................................................................................................3
DIVISION 1 GENERAL REQUIREMENTS..........................................................................................................5
SECTION 01010 SUMMARY OF WORK..........................................................................................................
6
SECTION 01019 CONTRACT CONSIDERATIONS...........................................................................................10
SECTION 01020 MEASUREMENT AND PAYMENT.......................................................................................11
SECTION 01027 APPLICATIONS FOR PAYMENT..........................................................................................13
SECTION 01028 CHANGE ORDER PROCEDURES.........................................................................................15
SECTION 01039 COORDINATION AND MEETINGS......................................................................................18
SECTION 01140 WORK RESTRICTIONS........................................................................................................20
SECTION 01300 SUBMITTAL PROCEDURES.................................................................................................23
SECTION 01310 PROGRESS SCHEDULES......................................................................................................
27
SECTION 01356 STORM WATER POLLUTION PREVENTION MEASURES.....................................................29
SECTION 01380 PROJECT PHOTOGRAPHS..................................................................................................33
SECTION 01400 QUALITY REQUIREMENTS.................................................................................................35
SECTION 01410 TESTING LABORATORY SERVICES......................................................................................
39
SECTION 01555 BARRICADES, SIGNS, AND TRAFFIC HANDLING.................................................................42
SECTION 01576 WASTE MATERIAL DISPOSAL.............................................................................................43
SECTION 01600 PRODUCT REQUIREMENTS...............................................................................................45
SECTION 01700 CONTRACT CLOSEOUT......................................................................................................48
DIVISION 2 SITE WORK................................................................................................................................
so
SECTION 02050 REMOVAL, DEMOLITION AND SALVAGE...........................................................................51
SECTION 02240 DEWATERING....................................................................................................................
55
SECTION 02260 EXCAVATION SUPPORT AND PROTECTION.......................................................................59
SECTION 02300 EARTHWORK.....................................................................................................................62
SECTION 02317 EXCAVATION AND BACKFILL FOR UTILITIES......................................................................69
SECTION 02320 UTILITY BACKFILL MATERIALS...........................................................................................79
SECTION 02445 BORING AND ENCASING...................................................................................................84
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SECTION 02626 STEEL PIPE.........................................................................................................................88
SECTION 02665 WATER PIPING, VALVES, AND FITTINGS.........................................................................101
APPENDIX A TxDOT Permit 00002/20230803/10167/14920/UP.............................................................115
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DIVISION 1 GENERAL REQUIREMENTS
SOUTHEAST LUBBOCK WATER SYSTEM EXPANSION - SEPTEMBER 2023
98TH STREET WATERLINE EXTENSION
SECTION 01010 SUMMARY OF WORK
PART1 GENERAL
1.1 SUMMARY
A. This section covers the description of the Work to be completed under these Specifications.
B. The OWNER is the City of Lubbock.
(1) The Owner's Representative is:
Josh Kristinek, P.E.
Assistant City Engineer
City of Lubbock
O: (806) 775-3397
(2) The Engineer of Record is:
Tommy Harms, P.E.
Civil Engineer
City of Lubbock
O: (806) 775-2344
(3) The Project Manager is:
Tommy Harms, P.E.
Civil Engineer
City of Lubbock
O: (806) 775-2344
C. Section includes:
(1) Definitions
(2) Project description
(3) Permits and licenses
(4) Access to site
(5) Contractor's use of the premises
(6) Project schedule
(7) Security Procedures
(8) Coordination requirements
(9) Pre -construction meeting
(10) Warranty
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1.2 DEFINITIONS
A. Furnish: To supply products to the project site, including delivering ready for unloading and
replacing damaged and rejected products.
B. Install: To put products in place in the work ready for the intended use, including unloading,
unpacking, handling, storing, assembling, installing, erecting, placing, applying, anchoring,
working, finishing, curing, protecting, cleaning, and similar operations.
C. Provide: To furnish and install products.
D. Indicated: Shown, noted, scheduled, specified, or drawn, somewhere in the contract
documents.
1.3 PROJECT DESCRIPTION
A. The purpose of this project is to install a 16" waterline along 98t1i Street. This project will
require coordination with Texas Department of Transportation (TxDOT). This project will
provide services for current and future development in Southeast Lubbock. This project is a
part of the Southeast Lubbock Water System Expansion Project and includes the installation
of approximately 2,888 linear feet of 16" waterline.
B. Major work items for base bid are:
(1) Install approximately 2,453 linear feet of 16" potable water line along 98t' Street.
(2) Install approximately 435 linear feet of 16" potable water line in 24" steel casing under
TxDOT Right of Way.
(3) Install approximately 104 linear feet of 16" potable water line via means other than open
cut.
C. The Contractor shall furnish all labor, equipment, and materials required for the complete
construction of the work as shown on the drawings and specified herein.
D. All work shall be performed in accordance with the most recent City of Lubbock Minimum
Design Standards and Specifications for Water and Sanitary Sewer construction.
E. A maximum of 500 feet of trench shall be open at a time.
F. Contractor shall set up and maintain traffic control as required to complete the work as shown
on the drawings and specified herein.
G. Contractor shall coordinate with TxDOT and meet all requirements of permits and
agreements between the City of Lubbock and TxDOT. All costs to comply with the TxDOT
permit(s) shall be incurred by the Contractor.
1.4 Work shall also include restoration or replacement of all removed or damaged pavement, curb,
sidewalk, gutter, shrubbery, fence, sod or other disturbed surfaces or structures in a condition
equal to that before the work began to the satisfaction of the Engineer.
1.5 PERMITS AND LICENSES
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A. Contractor shall provide qualifications to the Owner upon request to display evidence of
competency and authority to perform required work.
B. Contractor shall be responsible for obtaining all required permits.
C. Contractor shall submit copies of all permits, licenses, and similar permissions obtained, and
receipts for fees paid, to the Owner.
D. Contractor shall coordinate with Project Manager a minimum of 72 hours before start of
construction for the release of all applicable TXDOT permits.
E. Contractor shall be responsible for following all applicable TXDOT requirements.
F. Contractor shall coordinate with Diane Condron at the City of Lubbock for all applicable
Right-of-way permits.
1.6 ACCESS TO SITES
A. Contractor shall limit access to the site to authorized personnel only.
B. Contractor shall adequately barricaded open excavations and construction material and
equipment as to prevent unauthorized personnel from accessing.
C. The Owner shall locate and designate all manhole access points open and accessible for the
work, and provide rights of access to these points.
D. Contractor shall coordinate with the City Solid Waste Services to maintain trash pickup
schedules when working with in the alley right of way.
1.7 CONTRACTOR'S USE OF THE PREMISES
A. The space available to the Contractor for the performance of the work, either exclusively or
in conjunction with others performing other construction as part of the project, is restricted to
the area shown on the site plan of the contract drawings unless the Contractor makes
arrangements to use additional space with the Owner.
B. The contractor shall ensure that any disturbed area is left in a condition equal to or better
condition before finishing construction in the area.
1.8 PROJECT SCHEDULE
A. The Work summarized above shall be substantially completed within 150 calendar days
from the date of the Notice to Proceed.
B. There will be a $300.00 per day liquidated damages for each day that exceeds the 150 day
limit.
C. Within five (5) business days after the date of the Substantial Completion Certificate, the
Engineer shall issue a Final Punch List of items to be corrected prior to Final Completion.
D. Punch list items shall be complete within 30 calendar days from the date of the Final Punch
List. There shall be $300.00 per day liquidated damages assessed for each day that exceeds
the 30 day limit.
PART PRODUCTS
Not used.
PART 3 EXECUTION
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3.1 SECURITY PROCEDURES
A. Contractor shall limit access to the site to persons involved in the work.
B. Contractor shall provide secure storage for materials for which the owner has made payments
and which are stored on site.
C. Contractor shall secure completed work as required to prevent loss or damage.
D. Contractor shall secure sites by means of fencing, security guards, or other means to prevent
damage, theft, safety hazards, or other problems on the site.
E. The use of security personnel shall be cleared with the Owner.
3.2 COORDINATION REQUIREMENTS
A. Contractor shall inform the Owner when coordination of the work is required.
B. If necessary, inform each party involved, in writing, of procedures required for coordination;
include requirements for giving notice, submitting reports, and attending meetings.
C. Coordinate shop drawings prepared by separate entities.
D. Show installation sequence when necessary for proper installation.
3.3 PRE -CONSTRUCTION MEETING
A. A pre -construction meeting will be held at City Hall within ten (10) days of the date of Notice
to Proceed and prior to any construction taking place.
3.4 WARRANTY
A. Contractor shall warrant 100% of the project for one (1) year after the date of substantial
acceptance of the work.
B. On the eleventh (11) month from the date of final acceptance, an Owner's representative will
schedule an inspection with the presence of the Contractor to inspect for defects and
assessment of the work performed.
C. Any work that is considered defective by the Owner's representative will be repaired.
D. The Contractor shall remedy any defects in workmanship, and pay for any and all damages of
any nature whatsoever resulting in defects at no cost to the Owner.
END OF SECTION
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SECTION 01019 CONTRACT CONSIDERATIONS
PART 1 GENERAL
1.1 SUMMARY
A. This section covers the method for the Contractor to request payment for completed work.
B. Section includes:
(1) Schedule of Values
(2) Application for Payment
(3) Payment Retainage
1.2 SCHEDULE OF VALUES
A. Contractor shall submit a Schedule of Values on Engineer approved Contractor's form within
five (5) days after receiving the bid tabulation.
B. Revise schedule to include approved Change Orders, with each Application for Payment.
1.3 APPLICATIONS FOR PAYMENT
A. Submit two (2) copies of each application on Engineer approved Contractor's form.
B. Utilize Schedule of Values for listing items in Application for Payment.
C. Monthly, submit application for payment on or about the 10th day of each month.
D. Include an updated construction progress schedule, materials received, and manifest with
each Application for Payment
E. Submit the following along with the application for final payment:
(1) The documentation for the completed project.
(2) Signed affidavit from a Notary Public that all claims on this job have been settled and
that all bills owed by the Contractor for the project including materials and labor have
been paid.
(3) One (1) year Contractor Warranty for work performed, signed and sealed by a Notary
Public.
1.4 PAYMENT RETAINAGE
A. The Owner will retain five (5) percent of each payment.
B. Retainage will be released as final payment, upon completion of the Final Punch List.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used
END OF SECTION
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SECTION 01020 MEASUREMENT AND PAYMENT
PART 1 - GENERAL
1.1 SCOPE
A. The following sections shall be used to define measurements and payments for this project.
The unit price bid on each item as stated in the bid proposal shall include furnishing all labor,
superintendence, machinery, equipment, and materials except as otherwise specified, necessary
or incidental to complete the various items of work in accordance with the plans and
specifications. Cost of work or materials shown on the plans or called for in the specifications
and on which no separate payment is made shall be included in the bid prices on the various
pay items. Payment will not be made for any item that is not complete, including all associated
incidental work. Only those items indicated on bid documents and plan sheets will be included
for construction and payment.
1.2 MOBILIZATION
A. The cost for mobilization shall be limited to no more than 5% of the Contract amount for
construction items (materials and labor) bid for this project.
B. Mobilization shall include costs associated with move -in related equipment and labor, bid
bond, performance and construction bonds and insurance related for this project. This would
include the establishment and removal of offices, plants and facilities, movement of personnel,
equipment, and supplies to and from the project or the vicinity of the project site to begin work
or complete work on Contract Items. This Item will be measured by the lump sum as the work
progresses.
C. Payment. Partial payments of the lump sum bid for mobilization will be as follows. The
adjusted Contract amount for construction Items as used below is defined as the total Contract
amount less the lump sum for mobilization.
(1) The project has one (1) major location, 98' Street. Once the contractor has fully mobilized
and work has been started at the location, 80% of the mobilization lump sum bid will be
paid.
(2) Payment for the remainder of the lump sum bid for "Mobilization" will be made on the
final estimate after final acceptance of the project.
1.3 STORM WATER POLLUTION PREVENTION PLAN
Payment will be made on a lump sum basis for the Storm Water Pollution Prevention Plan.
Partial payment will be made on a pro-rata basis as a percentage of the construction contract
duration. The sum of the partial payments made for storm water pollution prevention shall not
exceed 90% of the lump sum price bid for storm water pollution prevention prior to the
termination of the construction contract. No partial payment will be made for partial storm
water pollution prevention measures. Payment shall not be made for this item where the Owner
determines a lack of evidence that storm water pollution prevention measures were used, or
that the measures installed do not meet the requirements of the plan. No additional payments
will be allowed where storm water pollution prevention is required because of work being
remedied due to not meeting the requirements of the plans and specifications. The unit price
bid shall include furnishing and installing all materials, filing Notice of Intent/Termination
forms, inspections, maintenance, silt fences, hay bales, sand bags, diversion swales and any
other measure and/or incidentals required for compliance with NPDES Permit.
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1.4 PREPARING OF RIGHT-OF-WAY
A. Measurement will be made on the 100-foot centerline stations. Payment will be made at the
unit price bid per centerline station of right-of-way preparation. The unit price shall include
labor, equipment, and incidentals necessary to clear, grub and remove all items that are in
conflict with proposed improvements that are not called out to remain and are not included in
the bid items. This work shall include, but not limited to, removal of landscaping features, trees,
stumps, bushes, vegetation, roots, shrubs, edging, fences, miscellaneous stone, existing utilities
to be abandoned, relocation of mailboxes, etc. No separate payment will be made for disposing
of excess material. Any existing improvement shown to remain on the plans, which is damaged
or destroyed by these operations, shall be replaced at the contractor's expense. All work shall
be performed in accordance to City of Lubbock Minimum Design Standards and Specifications
and TxDOT Specification Item 100.
PART2-PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
END OF SECTION
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SECTION 01027 APPLICATIONS FOR PAYMENT
PART 4 - GENERAL
4.1 RELATED DOCUMENTS
A. Drawings, Construction Contract Clauses, Supplementary Conditions and Division 1 - General
Requirements apply to work of this section.
4.2 SECTION INCLUDES
A. Procedures for preparation and submittal of Applications for Payment.
4.3 RELATED SECTIONS
A. Agreement: Contract Sum/Price and unit prices.
B. General Conditions: Progress Payments and Final Payment.
C. Section 01020 — Measurement and Payment.
D. Section 01028 - Change Order Procedures: Procedures for changes to the Work.
E. Section 01330 - Submittal Procedures.
F. Section 01700 - Contract Closeout.
4.4 FORMAT
A. EJCDC No. 1910-8-E - Application for Payment including continuation sheets when required,
or Owner forms, or Owner -approved form of the Contractor.
B. For each item, provide a column for listing: Item Number; Description of work; Scheduled
Value, Previous Applications; Work in Place; Authorized Change Orders; Total Completed;
Percentage of Completion; Balance to Finish; and Retainage.
4.5 PREPARATION OF APPLICATIONS
A. Present required information in typewritten form or computer generated Excel Spreadsheet.
B. Execute certification by signature of authorized officer.
C. Use data from approved Schedule of Values. Provide dollar value in each column for each line
item for portion of work performed and for stored products.
D. List each authorized Change Order as an extension on continuation sheet, listing Change Order
number and dollar amount as for an original item of Work.
E. Prepare Application for Final Payment as specified in Section 01700.
4.6 SUBMITTAL PROCEDURES
A. Submit two (2) copies of each Application for Payment.
B. Submit an updated construction schedule, materials received, and manifest with each
Application for Payment. Payment will not be made until an up-to-date schedule is received.
C. Payment Period: Monthly, submit application for payment on or about the 10t1i day of each
month.
D. Submit the following along with the application for final payment:
(1) The documentation for the completed project.
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(2) Signed affidavit from a Notary Public that all claims on this job have been settled and that
all bills owed by the Contractor for the project including materials and labor have been
paid.
(3) One (1) year Contractor Warranty for work performed, signed and sealed by a Notary
Public.
4.7 SUBSTANTIATING DATA
A. When Engineer requires substantiating information, submit data justifying dollar amounts in
question.
B. Provide one copy of data with cover letter for each copy of submittal. Show Application
number and date, and line item by number and description.
PARTS -PRODUCTS
Not Used
PART 6 - EXECUTION
Not Used
END OF SECTION
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SECTION 01028 CHANGE ORDER PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
A. This section covers the procedures to be followed for a change in Contract price or time.
B. Section Includes:
(1) Submittals
(2) Documentation Of Change In Contract Sum/Price And Contract Time
(3) Change Procedures
(4) Construction Change Authorization
(5) Stipulated Price Change Order
(6) Unit Price Change Order
(7) Time And Material Change Order
(8) Execution Of Change Orders
(9) Correlation Of Contractor Submittals
1.2 SUBMITTALS
A. Submit the name of the individual authorized to receive change order documents, and be
responsible for informing others that the Contractor's employ or Subcontractors of changes
to the Work.
B. Change Order Forms.
1.3 DOCUMENTATION OF CHANGE IN CONTRACT SUM/PRICE AND CONTRACT TIME
A. Contractor shall maintain detailed records of work done on a time and material basis.
B. Provide full information required for evaluation of proposed changes and to substantiate
costs of changes in the Work.
C. Document each quotation for a change in a cost or time with sufficient data to allow
evaluation of the quotation.
D. On request, provide additional data to support computations, including but not limited to:
(1) Quantities of products, labor, and equipment.
(2) Taxes, insurance, and bonds.
(3) Overhead and profit.
(4) Justification for any change in Contract Time.
(5) Credit for deletions from Contract, similarly documented.
E. Support each claim for additional costs, and for work done on a time and material basis,
with additional information:
(1) Origin and date of claim.
(2) Dates and times work was performed, and by whom.
(3) Time records and wage rates paid.
(4) Invoices and receipts for products, equipment, and subcontracts, similarly
documented.
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1.4 CHANGE PROCEDURES
A. Changes to Contract Sum/Price or Contract Time can only be made by issuance of an official
Construction Change Authorization or Contract Change Order. Discussions in the field or by
phone or email, without proper documentation, do not authorize Contractor to perform
tasks outside the scope of Work. Changes must be authorized as described in this Section.
B. The Engineer will advise of minor changes in the Work not involving an adjustment to
Contract Sum/Price or Contract Time as authorized by the Contract by issuing supplemental
instructions by letter.
C. The Engineer may issue a Proposal Request which includes a detailed description of a
proposed change with supplementary or revised Drawings and Specifications. The
Contractor shall prepare and submit an estimate within seven (7) days, or as specified in the
Proposal Request. Estimate shall include the proposed change's full effect on the Work and
the effect on the Contract Sum/Price and Contract Time, with full documentation and a
statement describing the effect on Work by separate or other contractors.
D. The Contractor may request clarification of Drawings, Specifications, or Contract documents
or other information by submitting a Request for Information to the Engineer. Engineer may
request a Proposal Request in response to a Request for Information.
1.5 CONSTRUCTION CHANGE AUTHORIZATION
A. The Engineer may issue a document, signed by the Owner, instructing the Contractor to
proceed with a change in the Work, for subsequent inclusion in a Change Order.
B. The document will describe changes in the Work, and will designate the method of
determining any change in Contract Sum/Price or Contract Time.
C. The Contractor shall promptly execute the change in the Work.
1.6 STIPULATED PRICE CHANGE ORDER
A. Based on accepted Proposal Request.
1.7 UNIT PRICE CHANGE ORDER
A. For pre -determined unit prices and quantities, the Change Order will be executed on a fixed
unit price basis.
B. For unit costs or quantities of units of work which are not pre -determined, execute Work
under a Construction Change Authorization.
C. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and
Material Change Order.
1.8 TIME AND MATERIAL CHANGE ORDER
A. Submit itemized account and supporting data after completion of change, within time limits
indicated in the Conditions of the Contract.
B. The Engineer will determine the change allowable in Contract Sum/Price and Contract Time
as provided in the Contract Documents.
C. Maintain detailed records of work done on Time and Material basis.
D. Provide full information required for evaluation of proposed changes, and to substantiate
costs for changes in the Work.
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1.9 EXECUTION OF CHANGE ORDERS
A. The Engineer will issue Change Orders for signatures of parties as provided in the Conditions
of the Contract.
1.10 CORRELATION OF CONTRACTOR SUBMITTALS
A. Promptly revise Schedule of Values and Application for Payment forms to record each
authorized Change Order as a separate line item and adjust the Contract Sum/Price.
B. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -
schedules to adjust time for other items of work affected by the change, and resubmit.
C. Promptly enter changes in Project Record Documents.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
Not used
END OF SECTION
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SECTION 01039 COORDINATION AND MEETINGS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
(1) Coordination
(2) Field Engineering
(3) Pre -Construction Meeting
(4) Progress Meetings
1.4 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various Sections of the Project to assure
efficient and orderly sequence of installation of interdependent construction elements, with
provisions for accommodating items installed later.
B. Coordinate completion and cleanup of Work of separate Sections in preparation for
Substantial Completion.
C. After Owner occupancy of premises, coordinate access to site for correction of defective
Work and Work not in accordance with Contract Documents, to minimize disruption of
Owner's activities.
1.5 FIELD ENGINEERING
A. Locate and protect survey control and reference points.
B. Verify set -backs and easements; confirm drawing dimensions, and elevations.
C. Provide field engineering services.
D. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.
E. Submit a copy of registered site drawing and certificate signed by Land Surveyor that the
elevations and locations of the Work are in conformance with the Contract Documents.
1.6 PRE -CONSTRUCTION MEETING
A. Schedule meeting within ten (10) days of date of Notice to Proceed.
B. Procedures and processing of field decisions, submittals, and substitutions, applications for
payments, RFIs, proposal request, Change Orders and Contract closeout procedures.
C. Tentative agenda:
(1) Use of premises by Owner and Contractor.
(2) Distribution of executed Contract Documents.
(3) Submission of list of Subcontractors, list of products and progress schedule.
(4) Designation of personnel representing the parties in Contract and the Engineer.
(5) Owner's requirements.
(6) Construction facilities and controls provided by Owner.
(7) Survey and layout.
(8) Security and housekeeping procedures.
(9) Schedules.
(10) Procedures for testing.
(11) Procedures for maintaining record documents.
(12) Inspection and acceptance of products put into service during construction period.
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D. Record minutes and distribute copies within five (5) days after meeting to Engineer,
participants, and those affected by decisions made.
1.7 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at minimum monthly
intervals.
B. Make arrangements for meetings, prepare agenda with copies for participants, and preside
at meetings.
C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Engineer, as
appropriate to agenda topics for each meeting.
D. Tentative agenda:
(1) Review minutes of previous meetings.
(2) Review of Work progress.
(3) Field observations, problems, and decisions.
(4) Identification of problems which impede planned progress.
(5) Review of submittals schedule and status of submittals.
(6) Review of off -site fabrication and delivery schedules.
(7) Maintenance of progress schedule.
(8) Corrective measures to regain projected schedules.
(9) Planned progress during succeeding work period.
(10) Coordination of projected progress.
(11) Maintenance of quality and work standards.
(12) Effect of proposed changes on progress schedule and coordination.
(13) Other business related to Work.
E. Record minutes and distribute copies within five (5) days after meeting to Engineer,
participants, and those affected by decisions made.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
Note used
END OF SECTION
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SECTION 01140 WORK RESTRICTIONS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
(1)
Use Of Premises
(2)
Special Scheduling Requirements
(3)
Working Period
(4)
Utility Cutovers And Interruptions
(5)
Noise Restrictions
(6)
Advance Notice
(7)
Water For Construction
(8)
Work Area Limits
1.2 USE OF PREMISES
A. Limit use of premises to work in areas indicated. Do not disturb portions of site beyond
areas in which the Work is indicated.
B. Confine construction operations to within the limits of Right of Way, Alley Easements and
Manhole locations, as shown on plans.
C. Keep driveways and entrances serving premises clear and available to tenants, residents and
emergency vehicles at all times, except when construction is immediately at that location.
Do not use these areas for parking or storage of materials.
D. Schedule construction to minimize obstruction of driveways and entrances.
1.3 SPECIAL SCHEDULING REQUIREMENTS
A. Have materials, equipment, and personnel required to perform the work at the site prior to
the commencement of the Work.
B. Permission to interrupt utility service shall be requested in writing a minimum of fourteen
(14) calendar days prior to the desired date of interruption.
1.4 WORKING PERIOD
A. Regular working hours shall be within an eleven (11) hour period between 7:00 a.m. and
6:00 p.m., Monday through Friday, and an eight (8) hour period between 9:00 a.m. and 5:00
p.m. on Saturday.
(1) Saturday work shall be restricted to those activities that do not require observation by
the Owner.
(2) The Owner reserves the right, at the Owner's discretion, to disallow work when it
interferes with holiday times and traffic.
B. No work shall be performed on the following holiday periods or days:
(1) New Year's Day
(2) Good Friday Holiday
(3) Memorial Day Holiday
(4) Independence Day Holiday
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(5) Labor Day Holiday
(6) Thanksgiving Day Holiday plus the day before and the three days following Thanksgiving
Day.
(7) Christmas Week. If Christmas Day falls on Saturday, this will be defined as the week
leading to Christmas Day. If Christmas Day falls on Sunday, this will be defined as the
week following Christmas Day plus the Friday and Saturday prior to Christmas Day.
C. Work outside regular working hours requires Owner's approval.
(1) Make application twenty-one (21) calendar days prior to such work to allow
arrangements to be made by the Owner for inspecting the work in progress, giving the
specific dates, hours, location, type of work to be performed, contract number and
project title.
(2) Based on the justification provided, the Owner may approve work outside regular hours.
(3) During periods of darkness, the different parts of the Work shall be lighted in a manner
approved by the Owner. Lighting shall be such that it does not cause nuisance
conditions.
D. The Drawings contain specific requirements that affect certain areas of the Work.
1.5 UTILITY CUTOVERS AND INTERRUPTIONS
A. Sanitary sewer flow shall not be interrupted upstream of the Work. Bypass pumping of
sanitary sewer flow upstream of the Work shall be the responsibility of the Contractor.
B. Sanitary sewer service connections shall be re -connected in a timely manner following
installation of the new sanitary sewer pipe.
1.6 NOISE RESTRICTIONS
A. 75 dB limit at face of nearest structure during normal daylight hours.
B. 65 dB limit at face of nearest structure during evening and nighttime hours in or near
residential areas and for 24-hour working conditions that have received Owner approval.
Evening and nighttime hours shall be defined as 6:00 p.m. to 7:00 a.m.
C. The Contractor shall keep on -site a hand portable sound measurement device for both the
Owner's and the Contractor's use for measuring noise levels.
1.7 ADVANCE NOTICE
A. The Contractor shall provide a minimum of five (5) days advance written notice of
construction to businesses and residences along the construction route.
B. The advance written notice shall be in the form of a single page flyer to be placed by hand
by the Contractor's forces in mailboxes, door handles, or handed to applicable individuals at
each route building.
C. The text for the advance written notice will be approved by the Owner.
D. Reproduction shall be at the Contractor's expense.
E. Distribution shall be at the Contractor's expense.
F. Single page flyers shall be of a paper or post card color other than white to direct the
recipient's attention to the information.
G. The text shall contain the anticipated beginning date of inconvenience to the recipient and
the anticipated duration of that inconvenience.
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H. The dates shall encompass the duration of driveway inconveniences and potential noise to
the recipients on a single city block (i.e., the dates and durations shall reflect the time that
the city block of interest will be affected by non-trafficability).
1.8 WATER FOR CONSTRUCTION
A. Obtaining water for construction is the Contractor's sole responsibility.
B. Water is available from the potable water system of the City of Lubbock for construction
purposes.
(1) The Contractor is responsible for all charges and arrangements for water consumption
from the potable water system.
(2) The Contractor shall make such arrangements directly with the City of Lubbock Water
Utilities Department.
(3) The City will not furnish potable water free of charge for the construction work.
(4) The Contractor is responsible for any required metering and hauling.
C. Water from park area lakes shall not be used for construction.
D. This section does not preclude the Contractor from seeking other water sources for use in
construction. Such water resources shall meet the purity requirements for the intended
use. Such arrangements for water from other sources are the responsibility of the
Contractor.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
3.1 WORK AREA LIMITS
A. Prior to any construction, the Contractor shall mark the areas that need not be disturbed
under this contract.
B. Isolated areas within the general work area which are to be saved and protected shall also
be marked or fenced.
C. Monuments and markers shall be protected before construction operations commence.
D. Where construction operations are to be conducted during darkness, the markers shall be
visible at all times.
E. The Contractor's personnel shall be knowledgeable of the purpose for marking and/or
protecting particular objects.
END OF SECTION
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SECTION 01300 SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 SUMMARY
A. Section includes:
(1)
Submittal Procedures
(2)
Re -Submittal Requirements
(3)
Action Submittals
(4)
Proposed Products List
(5)
Shop Drawings
(6)
Information Submittals
(7)
Contractor's Review
(8)
Owner And Engineer Action
1.2 SUBMITTAL PROCEDURES
A. Transmit each submittal with Contractor's standard transmittal letter including Contractor's
name, address, and phone number.
B. Identify Project, Contractor, Subcontractors or Suppliers, pertinent Drawings sheet and
detail number(s), and specification Section number, as appropriate.
C. Schedule submittals to expedite the Project and coordinate submission of related items.
D. The Owner and Engineer reserve the right to withhold action on a submittal requiring
coordination with other submittals until related submittals are received.
E. Submittals shall be delivered to the Engineer electronically via Kahua and/or physically at
the following address:
Engineering CIP and Design Services
1314 Avenue K, Lubbock, Texas 79457
F. Allow enough time for submittal review, including time for re -submittals, as follows:
(1) Time for review shall commence on the Owner or Engineer's receipt of submittal.
(2) Allow fifteen (15) days for initial review of each submittal.
(3) Allow additional time if processing must be delayed to permit coordination with
subsequent submittals.
(4) The Owner or Engineer will advise the Contractor when a submittal being processed
must be delayed for coordination.
(5) If more than five (5) submittals are transmitted for review within any five (5) day
period, the time allowed for review will be increased to twenty-one (21) days.
(6) Where concurrent review of submittals by the Engineer, Owner, or other parties is
required, allow twenty-one (21) days for initial review of each submittal.
(7) If intermediate submittal is necessary, process it in same manner as initial submittal.
(8) Allow fifteen (15) days for processing each resubmittal.
G. No extension of the Contract Time will be authorized because of failure to transmit
submittals sufficiently in advance of the Work to permit processing.
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H. Identify variations from Contract Documents and Product or system limitations which may
be detrimental to successful performance of the completed Work.
I. Provide space for Contractor and Engineer review stamps.
J. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly
report any inability to comply with provisions.
K. Use only final submittals with mark indicating action taken by Owner or Engineer in
connection with the construction.
L. Submittals not requested will not be recognized or processed.
1.3 RE -SUBMITTAL REQUIREMENTS
A. Revise initial submittal as required and re -submit to meet requirements as specified.
B. Identify all changes made since previous submittal.
C. Mark as RESUBMITTAL.
D. Re -use original transmittal number and supplement with sequential alphabetical suffix for
each re -submittal (ie. 0001-A).
PART 2 PRODUCTS
2.1 ACTION SUBMITTALS
A. Prepare and submit Action Submittals required by individual Specification Sections.
B. Submit three (3) copies of each submittal, unless otherwise indicated.
(1) The three (3) copies will be retained by the Owner's representative.
(2) Any additional copies that the Contractor may need for his operations will be in
addition to the three (3) copies required.
2.2 PROPOSED PRODUCTS LIST
A. Within fifteen (15) days after date of Notice to Proceed, submit complete list of major
products proposed for use, with name of manufacturer, trade name, and model or catalog
designation, and reference standards.
B. For products specified only by reference standards, give manufacturer, trade name, model
or catalog designation, and reference standards.
C. Collect information into a single submittal for each element of construction and type of
product or equipment.
D. Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information unique to this Project.
E. Include recommendations for application and use, compliance with specified standards of
trade associations and testing agencies.
F. Include notation of special coordination requirements for interfacing with adjacent work.
G. After review, distribute in accordance with Article on Procedures above and provide copies
for Record Documents described in Section 01700 — Contract Closeout.
2.3 SHOP DRAWINGS
A. Prepare Project specific information, drawn accurately to scale.
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B. Do not base Shop Drawings on reproductions of the Contract Documents or standard
printed data.
C. Include the following information, as applicable:
(1) Dimensions
(2) Identification of products
(3) Fabrication and installation drawings
(4) Schedules
(5) Design calculations
(6) Compliance with specified standards
(7) Notation of coordination requirements
(8) Notation of dimensions established by field measurement
D. For drawings larger than 11 x 17 inches, submit in the form of one reproducible
transparency and one opaque reproduction.
E. For drawings 11 x 17 inches and smaller, submit the number of opaque reproductions which
Contractor requires, plus three (3) copies which will be retained by Engineer.
F. Drawing size shall be minimum of 8 % x 11 inches and a maximum of 24 x 36 inches.
G. Draw details to a minimum size of % inch equal to 1 foot.
H. After review, produce copies and distribute in accordance with SUBMITTAL PROCEDURES
article above and for record document purposed described in Section 01700 — Contract
Closeout.
2.4 INFORMATION SUBMITTALS
A. Manufacturer's Instructions:
(1) When specified in individual specification Sections, submit manufacturers' printed
instructions for delivery, storage, assembly, installation, start-up, adjusting, and
finishing, in quantities specified for Product Data.
(2) Identify conflicts between manufacturers' instructions and Contract Documents.
(3) Indicate special procedures, conditions requiring special attention and special
environmental criteria required for application or installation.
B. Manufacturer's Certificates
(1) When specified in individual specification Sections, submit manufacturers' certificate
to Engineer for review, in quantities specified for Product Data.
(2) Indicate material or product conforms to or exceeds specified requirements. Submit
supporting reference date, affidavits, and certifications as appropriate.
(3) Certificates may be recent or previous test results on material or Product, but must be
acceptable to the Engineer.
C. Insurance Certificates and Bonds:
(1) Prepare written information indicating current status of insurance or bonding
coverage.
(2) Include name of entity covered by insurance or bond, limits of coverage, amounts of
deductibles, if any, and term of the coverage.
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PART 3 EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Review each submittal and check for compliance with the Contract Documents.
B. Note corrections and field dimensions.
C. Mark with approval stamp before submitting to the Owner or Engineer.
(1) Stamp each submittal with a uniform approval stamp.
(2) Include Project name and location, submittal number, Specification Section title and
number, name of reviewer, date of Contractor's approval, and statement certifying
that the submittal has been reviewed, checked, and approved for compliance with the
Contract Documents.
3.2 OWNER AND ENGINEER'S ACTION
A. The Owner or Engineer will not review submittals that do not bear the Contractor's approval
stamp and will return them without action.
B. The Owner or Engineer will review each submittal, make marks to indicate corrections or
modifications required and return it.
C. The Owner or Engineer will stamp each submittal with an action stamp and will mark stamp
appropriately to indicate action taken, as follows:
(1) No exception taken
(2) Make correction noted
(3) Revise and resubmit
(4) Rejected
D. The submittal stamp by the Owner or Engineer will also contain the following:
(1) Checking is only for general conformance with the design concept of the project and
general compliance with the information given in the Contract Documents.
(2) Any action shown is subject to the requirements of the plans and specifications.
(3) The Contractor is responsible for confirming and correlating all quantities and
dimensions; selecting fabrication processes and techniques of construction; and
performing the Work in a satisfactory manner.
E. The Owner or Engineer will review each submittal and will not return it, or will reject and
return it, if it does not comply with the requirements.
END OF SECTION
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SECTION 01310 PROGRESS SCHEDULES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
(1)
Format
(2)
Content
(3)
Revisions To Schedules
(4)
Submittals
(5)
Distribution
1.2 FORMAT
A. Sequence of Listings: The chronological order of the start of each item of Work.
B. Scale and Spacing: To provide space for notations and revisions.
C. Sheet Size: Minimum 8 1/2 x 11 inches
D. Submit only if requested by the Engineer or Owner at preconstruction or coordination
meeting.
E. Maintain monthly updates to schedule.
1.3 CONTENT
A. Show complete sequence of construction by activity, with dates for beginning and
completion of each element of construction.
B. Identify each item by specification Section number.
C. Provide sub -schedules to define critical portions of the entire Schedule.
D. Show accumulated percentage of completion of each item, and total percentage of Work
completed, as of the first day of each month.
E. Provide separate schedule of submittal dates for shop drawings, product data, samples, and
dates reviewed submittals will be required from the Engineer. Indicate decision date for
selection of finishes.
1.4 REVISIONS TO SCHEDULES
A. Indicate progress of each activity to date of submittal, and projected completion date of
each activity.
B. Identify activities modified since previous submittal, major changes in scope, and other
identifiable changes.
C. Provide narrative report to define problem areas, anticipated delays, and impact on
Schedule. Report corrective action taken, or proposed, and its effect.
1.5 SUBMITTALS
A. Submit initial Schedules within ten (10) days after date established in Notice to Proceed.
After review, resubmit required revised data within ten (10) days.
B. Submit revised Progress Schedules with each Application for Payment.
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C. Submit the number of opaque reproductions which the Contractor requires, plus two (2)
copies which will be retained by the Engineer.
1.6 DISTRIBUTION
A. Distribute copies of reviewed Schedules to project site file, Subcontractors, suppliers, and
other concerned parties.
B. Instruct recipients to promptly report, in writing, problems anticipated by projections
indicated in Schedules.
PART 2 PRODUCTS
Not used
PART 1 EXECUTION
Not used
END OF SECTION
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SECTION 01356 STORM WATER POLLUTION PREVENTION MEASURES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
(1) Contractor Responsibilities
(2) Erosion and Sediment Controls
(3) Components for Silt Fences
(4) Components for Straw Bales
(5) Storm Water Pollution Prevention Plan
1.2 CONTRACTOR RESPONSIBILITIES
A. The Contractor shall implement, maintain, and update the Storm Water Pollution
Prevention measures specified in the Storm Water Pollution Prevention Plan (SWP3) in a
manner, which will meet the requirements of the Texas Pollution Discharge Elimination
System (TPDES) General Permit No.TXR150000.
B. The Contractor shall be responsible for any fines or penalties assessed by the appropriate
regulatory agency for failure to make required inspections, failure to properly document
those inspections, failure to adequately implement and adjust the storm water pollution
prevention measures specified in the SWP3 to adequately control pollutants, and/or any
other fines or penalties assess by TCEQ or the EPA for failure to comply with any part of the
permit requirements.
C. The Contractor shall submit a Notice of Intent and a Notice of Termination independently of
the Owner.
D. Fines leveled against the Owner by the TCEQ or the EPA for the Contractor's failure to
comply with and maintain the SWP3 shall be paid by the Contractor.
1.3 EROSION AND SEDIMENT CONTROLS
A. General
(1) Structural measures shall be implemented to divert flows from exposed soils,
temporarily store flows, or otherwise limit run-off and the discharge of pollutants from
exposed areas of the site.
(2) Structural practices shall be implemented as specified in the SWP3 and in a timely
manner during the construction process to minimize erosion and sediment run-off.
B. Stabilized Ingress/Egress
(1) Stabilized access to and from the construction site will be installed by the Contractor as
soon as practical and in accordance with the SWP3.
(2) In all cases, the Contractor shall ensure that any soil tracked off -site is cleaned from
existing roads, alleys, and any adjacent properties as soon as possible.
(3) The Contractor or other responsible party shall check for any pollutants (mud, silt, sand,
cement, construction materials, etc.) tracked or washed off -site and perform necessary
clean-up measures at the end of each work day.
C. Silt Fences/Diversion Berms
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(1) The Contractor shall provide silt fences and/or diversion berms as a temporary
structural practice to minimize erosion and sediment runoff.
(2) Silt fences and/or diversion berms shall be properly installed to effectively retain
sediment immediately after completing each phase of work where erosion would occur
in the form of sheet and rill erosion (e.g., clearing and grubbing, excavation,
embankment, and grading.)
(3) Silt Fences/Diversion Berms shall be kept in good and functional condition for as long as
they are required and until they are removed from the site.
D. Sand/Gravel Bags
(1) The Contractor may provide sand/gravel bags as a temporary structural practice to
minimize erosion and sediment runoff.
(2) Bags shall be properly placed to effectively retain sediment immediately after
completing each phase of work (e.g., after clearing and grubbing in an area between a
ridge and drain, bags shall be placed as work progresses, bags shall be
removed/replaced/relocated as needed for work to progress in the drainage area).
(3) Sand/gravel bags must remain in good condition, or they shall be replaced.
E. Site Stabilization
(1) The Contractor shall disturb the least amount of site area as possible.
(2) Stabilization measures to be implemented by the Contractor may include any of the
following measures:
(a) Temporary or permanent seeding or sodding
(b) Mulching
(c) Geotextiles
(d) Vegetative buffer strips
(e) Paving
(f) Stabilization measures shall be implemented in accordance with the SWP3.
PART 2 PRODUCTS
2.1 COMPONENTS FOR SILT FENCES
A. Filter Fabric
(1) The geotextile shall comply with the requirements of ASTM D 4439, and shall consist of
polymeric filaments, which are formed into a stable network such that filaments retain
their relative positions.
(2) The filament shall consist of a long -chain synthetic polymer composed of at least eight -
five (85) percent by weight of ester, propylene, or amide, and shall contain stabilizers
and/or inhibitors added to the base plastic to make the filaments resistant to
deterioration due to ultraviolet and heat exposure.
(3) Synthetic filter fabric shall contain ultraviolet ray inhibitors and stabilizers to provide a
minimum of six (6) months of expected usable construction life at a temperature range
of 0 to 120 degrees Fahrenheit.
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(4) The filter fabric shall meet the following requirements:
FILTER FABRIC FOR SILT FENCE
PHYSICAL PROPERTY
TEST PROCEDURE
REQUIREMENT
Grab Tensile
ASTM D 4632
100 lbs. min.
Elongation
ASTM D 4632
30 % max.
Trapezoid Tear
ASTM D 4533
55 lbs. min.
Permittivity
ASTM D 4491
0.2 sec-1
AOS (U.S. Std. Sieve)
ASTM D 4751
20 — 100
B. Silt Fence Stakes and Posts
(1) The Contractor may use either wooden stakes or steel posts for fence construction.
(2) Wooden stakes utilized for silt fence construction shall have a minimum cross section of
two (2) inches by two (2) inches when hardwood is used and two (2) inches by four (4)
inches when pine is used, and shall have a minimum length of four (4) feet.
(3) Steel posts (standard "U" or "T" section) utilized for silt fence construction shall have a
minimum weight of 1.33 pounds per linear foot and a minimum length of four (4) feet.
C. Identification, Storage, and Handling\
(1) Filter fabric shall be identified, stored, and handled in accordance with ASTM D 4873.
2.2 COMPONENTS FOR STRAW BALES
A. Straw Bales
(1) The straw in the bales shall be stalks from oats, wheat, rye, barley, rice, or from grasses
such as Byhalia, Bermuda, etc., furnished in air-dry condition.
(2) The bales shall have a standard cross section of fourteen (14) inches by eighteen (18)
inches. All bales shall be either wire -bound or string -tied.
(3) The Contractor may use either wooden stakes or #3 rebar to secure the straw bales to
the ground.
(4) Wooden stakes utilized for this purpose shall have minimum dimensions of two (2)
inches by two (2) inches in cross section and shall have a minimum length of three (3)
feet.
(5) Rebar utilized for securing straw bales shall have a minimum diameter of 3/8 of an inch
and a minimum length of three (3) feet.
PART 3 EXECUTION
3.1 STORM WATER POLLUTION PREVENTION PLAN
A. Storm Water Pollution Prevention Plan will be provided by the Contractor.
B. The Contractor must keep a copy of the SWP3 on site at all times.
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C. A completed Notice of Intent (NOI) form must be submitted a minimum of forty-eight (48)
hours prior to start of construction.
D. No work will be permitted until NOI is filed.
E. The SWP3 shall be continually updated as necessary to reflect current and changing
conditions on site.
F. Additional measures not specifically shown in the SWP3 may be used to control erosion
from leaving the site.
G. A completed Notice of Termination (NOT) form must be submitted prior to finalization of
this contract.
H. The Contractor shall furnish the Owner with a copy of the NOI and NOT.
END OF SECTION
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SECTION 01380 PROJECT PHOTOGRAPHS
PART 1— GENERAL
2.1 WORK INCLUDED
E. This section covers the description of the Work to be completed under these Specifications.
F. All project photography shall follow the specifications listed herein.
3.5 DEFINITIONS
A. CD — compact disk; electronic media for storing digital information such as photos;
B. Meg — a specific photographic file format utilizing file compression with minimal loss of
image quality;
C. Megapixels — defined as one million pixels; used for image density rating;
D. Picture — synonymous with photograph;
E. Pixel — the smallest indivisible color element of a raster image;
F. USB — the Universal Serial Bus is a standard for cable connections and
3.6 QUALITY ASSURANCE
A. The Contractor shall verify image quality through camera's on -screen display after taking
photos.
B. Photos shall not utilize digital zooms.
3.7 SUBMITTALS
A. The following elements of construction shall have a minimum of 10 photos each from
multiple angles:
(1) Pre -construction conditions
(2) Excavation & shoring
(3) Concrete formwork & reinforcement placement
(4) Precast vault installation
(5) Meter setting
(6) Backfilling & compaction (showing method of compaction at each change in material)
B. Submittals are due in conjunction with each pay app cycle; photos may be used to corroborate
materials or progress verification.
C. Photos shall be submitted in digital format on any of the following hard media:
(1) Photo CD
(2) USB Drive
D. Entailed photo submittals will not be accepted.
E. External hard drives for file transfer will not be accepted.
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PART 2 — PRODUCTS
3.8 PHOTOGRAPHS
A. All photography shall be digital.
B. File format for all pictures shall be jpeg.
C. All photos shall be of a size of 2.0 megapixels or greater.
D. Naming Convention
(1) All digital photo files will be re -named according to the following standard:
[ContractNumber] - [Description]
Example: 011035-Precast Concrete Vault Installation of 3Yd Section
(a) Station numbering shall appear in the description when applicable.
(b) Camera's date settings must be correct and automatic date information shall not be
tampered with or altered after photos are taken.
PART 3 — EXECUTION
3.9 RESTRICTIONS
A. In secure areas, permission will be required prior to access.
B. Pictures taken from outside secure areas (through or over fence) will not be allowed.
3.10 PROCEDURES
A. Photos shall be taken during on -going work, unless requested by Engineer.
B. Number of photos per construction element may change based on complexity of construction
or due to unforeseen circumstances.
3.11 OTHER REQUIREMENTS
A. The Engineer reserves the right to request additional pictures.
B. The City's Senior Inspector may also request additional photos in special circumstances.
END OF SECTION
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SECTION 01400 QUALITY REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
(1)
Definitions
(2)
Testing Requirements
(3)
Submittals
(4)
Quality Control
(5)
Repair and Protection
1.2 DEFINITIONS
A. Quality Assurance Services: Activities, actions, and procedures performed before and during
execution of the Work to guard against defects and deficiencies and ensure that proposed
construction complies with requirements.
B. Quality Control Services: Tests, inspections, procedures, and related actions during and
after execution of the Work to evaluate that completed construction complies with
requirements.
1.3 TESTING REQUIREMENTS
A. Testing and inspecting services are required to verify compliance with requirements
specified or indicated. These services do not relieve the Contractor of responsibility for
compliance with the Contract Document requirements.
B. Specific quality control requirements for individual construction activities are specified in
the sections that specify those activities. Requirements in those Sections may also cover
production of standard products.
C. Specified tests, inspections, and related actions do no limit the Contractor's quality control
procedures that facilitate compliance with the Contract Document requirements.
1.4 SUBMITTALS
A. Qualification Data:
(1) For individuals employed by the Contractor who will perform testing as required by
the various specification Sections, submit at least fourteen (14) days prior to being
used on the project the capabilities and experience of such individuals and the types of
tests that the individual will perform.
(2) For outside testing agency employed by the Contractor, submit at least fourteen (14)
days prior to being used on the project the name, address, and manager of such
testing agency and the types of tests that the agency will perform.
(a) Such testing agency shall be acceptable to the Owner prior to being used on the
project.
B. Reports:
(1) Prepare and submit written reports within fourteen (14) days following the date of the
test that include the following:
(a) Date of issue
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(b) Project title and number.
(c) Name, address, and telephone number of testing agency. If the individual is
employed by the Contractor, use Contractor's name, address, and telephone
number.
(d) Dates and locations of samples and test
(e) Names of individuals making tests
(f) Description of the work and test method
(g) Identification of material, product, and specification Section.
(h) Complete test or inspection data
(i) Test results and interpretation of test results
(j) Ambient conditions at time of sample taking and testing.
(k) Comments and opinion on whether tested Work complied with the Contract
Document requirements and the applicable specification Section.
(1) Name and signature of individual performing the test if employee of the Contractor,
or name and signature of testing agency responsible person.
(m) For failing tests, recommendations on retesting unless specification Sections provide
procedure for retesting.
C. Professional Engineer Qualifications:
(1) Where a Professional Engineer is required in the specification Sections, this means a
Professional Engineer who is legally qualified to practice in the jurisdiction where the
project is located and who is experienced in providing engineering services of the kind
indicated.
D. Test Agency Qualifications:
(1) An agency with the experience and capability to conduct testing indicated, as
documented by ASTM E 548, and that has the capability and experience in the types of
tests to be performed.
E. Preconstruction Testing:
(1) Testing agency shall perform preconstruction testing with specified requirements for
performance and test methods.
(2) The Contractor shall not perform preconstruction testing except through a third party
testing agency.
F. Testing Agency Responsibilities:
(1) Submit certified written report of each test and similar Quality Assurance service to
the Contractor.
(2) Interpret tests and state in each report whether tested work complies with or deviates
from the Contract Document requirements.
1.5 QUALITY CONTROL
A. Owner Responsibilities:
(1) Where quality control services are indicated as Owner or Engineer's responsibility,
such services may be performed by the Owner's forces or by a qualified testing agency
to perform these services.
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(2) The Owner or Engineer will furnish the Contractor with names, addresses, and
telephone numbers of testing agencies engaged by the Owner.
B. Contractor Responsibilities:
(1) Provide quality control services required in the various specification Sections.
(2) Where third party testing is engaged by the Contractor, notify testing agency
sufficiently in advance of the time and date when work that requires testing will be
performed.
(3) The Contractor shall not engage the same testing agencies as the Owner, unless
Owner agrees in writing to such engagement.
(4) Where testing is indicated as the Contractor's responsibility, submit certified written
reports in duplicate of each testing service, whether performed by the Contractor's
personnel or Contractor engaged testing agency.
(5) Such reports shall include failing tests and retests.
(6) Testing requested by the Contractor and not required by the Contract Documents are
the Contractor's responsibility.
(7) Where the Contractor's personnel are performing tests, provide individuals with
appropriate equipment to perform the tests in accordance with the test method
requirements.
(8) Provide alternate equipment where the specified test method cannot be applied, and
where alternative test methods and equipment must be employed to provide the
necessary quality control.
C. Retesting:
(1) Regardless of whether original tests were the Contractor's responsibility, provide
quality control services, including retesting, for construction that revised or replaced
work that failed to comply with requirements established by the Contract Documents.
D. Testing Agency Responsibilities:
(1) Cooperate with the Engineer and Contractor in performance of duties.
(2) Provide qualified personnel and necessary equipment to perform required tests and
inspections.
(3) Notify the Engineer or Contractor promptly of irregularities or deficiencies observed in
the work during performance of its services.
(4) Interpret tests and inspections and state in each report whether tested and inspected
work complies with or deviates from the requirements.
(5) Submit a certified written report, in triplicate, of each test, inspection, and similar
quality control service through the Contactor.
(6) Do not release, revoke, alter, or increase requirements of the Contract Documents or
approve or accept any portion of the Work.
(7) Do not perform any duties of the Contractor.
E. Associated Services:
(1) Cooperate with agencies performing required tests, inspections, and similar quality
control services, and provide reasonable auxiliary services as requested.
(2) Notify agency sufficiently in advance of operations to permit assignment of personnel.
(3) Provide the following:
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(a) Access to the Work.
(b) Incidental labor and facilities necessary to facilitate tests and inspections.
(c) Adequate quantities of representative samples of materials that require testing and
inspecting.
(d) Assist agency in obtaining samples.
(e) Facilities for storage and field curing of test samples.
(f) Additional associated services required of the Contractor for testing access are listed
in the specification Sections.
(g) Delivery of samples to testing agencies.
(h) Preliminary design mix proposed for use for material mixes that require control by
testing agency.
(i) Security and protection for samples and for testing and inspecting equipment at
Project site.
F. Coordination:
(1) Coordinate sequence of activities to accommodate required quality assurance and
quality control services with a minimum of delay and to avoid necessity of removing
and replacing construction to accommodate testing and inspecting.
(2) Schedule times for tests, inspections, obtaining samples, and similar activities.
PART 2 PRODUCTS
Not used
PART 1 EXECUTION
1.1 REPAIR AND PROTECTION
A. On completion of testing, inspecting, sample taking, and similar services, repair damaged
construction, and restore substrates and finishes.
B. Provide materials and comply with installation requirements specified in other Sections of
these Specifications.
C. Restore patched areas and extend restoration into adjoining areas in a manner that
eliminates evidence of patching.
D. Protect construction exposed by or for quality control service activities
E. Repair and protection are the Contractor's responsibility, regardless of the assignment of
responsibility for quality control services.
END OF SECTION
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SECTION 01410 TESTING LABORATORY SERVICES
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
(1) Selection and Payment
(2) Quality Assurance
(3) Laboratory Responsibilities
(4) Laboratory Reports
(5) Limits on Testing Laboratory Authority
(6) Contractor Responsibilities
(7) Schedule of Inspections and Tests
B. References:
(1) ANSI/ASTM D3740 — Practice for Evaluation of Agencies Engaged in Testing and/or
Inspection of Soil and Rock as Used in Engineering Design and Construction.
(2) ANSI/ASTM E329 — Recommended Practice for Inspection and Testing Agencies for
Concrete, Steel, and Bituminous Materials as Used in Construction.
1.2 SELECTION AND PAYMENT
A. An independent firm, provided at the Contractor's expense, will perform inspection, tests,
and other services specified in individual specification Sections and as required by the
Engineer.
B. Reports will be submitted by the independent firm to the Engineer, in triplicate, indicating
observations and results of tests and indicating compliance or non-compliance with Contract
Documents.
C. Cooperate with independent firm; furnish samples of materials, design mix, equipment,
tools, storage, safe access, and assistance by incidental labor as requested.
D. Notify the Engineer and independent firm forty-eight (48) hours prior to expected time for
operations requiring services.
E. Make arrangements with independent firm and pay for additional samples and tests
required for Contractor's use.
F. Testing or inspecting does not relieve Contractor from performing Work to contract
requirements.
G. The cost associated with compliance testing shall be paid by the Contractor.
H. Re -testing required because of non-conformance to specified requirements shall be
performed by the same independent firm on instructions by the Engineer.
I. Payment for re -testing will be paid by the Contractor.
1.3 QUALITY ASSURANCE
A. Comply with requirements of ANSI/ASTM D3740R and ANSI/ASTM E329.
B. Testing laboratory shall maintain a full time registered Engineer on staff to review services.
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C. Testing equipment shall be calibrated at reasonable intervals with devices of an accuracy
traceable to either National Bureau of Standards (NBS) standards or accepted values of
natural physical constants.
1.4 LABORATORY RESPONSIBILITIES
A. Test samples of mixes submitted by Contractor.
B. Provide qualified personnel at site.
C. Cooperate with the Engineer and Contractor in performance of services.
D. Perform specified inspection, sampling, and testing of Products in accordance with specified
standards.
E. Ascertain compliance of materials and mixes with requirements of Contract Documents.
F. Promptly notify Engineer and Contractor of observed irregularities or non-conformance of
Work or Products.
G. Perform additional inspections and tests required by the Engineer.
1.5 LABORATORY REPORTS
A. After each inspection and test, promptly submit three (3) copies of laboratory report to the
Engineer and to the Contractor.
B. Laboratory test reports shall include:
(1) Date issued
(2) Project title and number
(3) Name of inspector
(4) Date and time of sampling or inspection
(5) Identification of product and Specification Section
(6) Location in the Project
(7) Type of inspection or test
(8) Date of test
(9) Results of tests
(10) Conformance with Contract Documents
C. When requested by the Engineer, provide interpretation of test results.
1.6 LIMITS ON TESTING LABORATORY AUTHORITY
A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
B. Laboratory may not approve or accept any portion of the Work.
C. Laboratory may not assume any duties of the Contractor.
D. Laboratory has no authority to stop the Work.
1.7 CONTRACTOR RESPONSIBILITIES
A. Deliver to laboratory at designated location, adequate samples of materials proposed to be
used which require testing, along with proposed mix designs.
B. Cooperate with laboratory personnel, and provide access to the Work.
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C. Provide incidental labor and facilities to provide access to Work to be tested, to obtain and
handle samples at the site or at source of products to be tested, to facilitate tests and
inspections, storage and curing of test samples
D. Notify the Engineer and laboratory 24 hours prior to expected time for operations requiring
inspection and testing services.
1.8 SCHEDULE OF INSPECTIONS AND TESTS
A. As indicated in individual Specification Sections.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
Not used
END OF SECTION
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SECTION 01555 BARRICADES, SIGNS, AND TRAFFIC HANDLING
PART 1 GENERAL
1.1 SUMMARY
A. This item shall govern for providing, installing, moving, replacing, maintaining, cleaning, and
removing upon completion of work, all barricades, portable barriers, signs, portable
changeable message signs, cones, lights, and other such type devices and of handling traffic
as indicated on the plans or as directed by the Engineer or Owner.
B. Section Includes:
(1) Description
(2) Construction Methods
(3) Traffic Control Plan
(4) Maintenance
PART 2 PRODUCTS
2.1 CONSTRUCTION METHODS
A. All barricades, signs, and other types of devices shall conform to details shown on the plans
or those indicated in the latest version of the Texas Manual on Uniform Traffic Control
Devices (TMUTCD).
B. All traffic control devices shall be crashworthy according to the guidelines set forth in the
National Cooperative Highway Research Program (NCHRP) Report 350.
PART 3 EXECUTION
3.1 TRAFFIC CONTROL PLAN
A. The Contractor shall propose his own Traffic Control Plan (TCP) as necessary for phased
construction.
B. This plan must be approved in writing by the Engineer or Owner in order to be used.
C. Prior to beginning work, the Contractor shall designate, in writing, a competent person who
will be responsible and available on this project site or in the immediate area to insure
compliance with the TCP.
3.2 MAINTENANCE
A. All retro-reflective traffic control devices such as barricades, vertical panels, signs, etc., shall
be maintained by cleaning, replacing, or a combination thereof such that during darkness
and rain the retro-reflective characteristics shall equal or exceed the retro-reflective
characteristics of traffic industry standard reflective panels.
END OF SECTION
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SECTION 01576 WASTE MATERIAL DISPOSAL
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
(1) Submittals
(2) Salvageable Material
(3) Excess Material
1.2 SUBMITTALS
A. Obtain and submit disposal permits for proposed disposal sites if required by local
ordinances.
B. Submit a copy of written permission from property owner, along with a description of
property, prior to disposal of excess material adjacent to the Project.
C. Submit a written and signed release from property owner upon completion of disposal
work.
D. Both written permission and signed release shall include hold -harmless clauses naming the
City of Lubbock, Texas as the entities to be held harmless in any subsequent legal
proceeding.
E. Both property permissions and signed releases shall be attested to by a notary public.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
1.1 EXCESS MATERIAL
A. Vegetation, rubble, broken concrete, debris, asphaltic concrete pavement, excess soil, and
other materials not designated for salvage, shall become the property of the Contractor and
shall be removed from the job site and legally disposed of at a proper facility such as the
West Texas Region Disposal Facility (WTRDF).
B. Excess material may be disposed at the WTRDF at no additional cost to the Owner.
(1) There will be a tipping fee per ton for construction debris and for excess
uncontaminated soil.
(2) There will also be a fee per load for every truck that is not covered properly when
coming to the landfill.
(3) For a complete list of fees associated with the WTRDF, please go to the City's website at
http://solidwaste.ci.lubbock.tx.us/disposal/fees.aspx.
(4) All tipping fees shall be considered to be included in the Contractor's bid prices.
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C. Excess soil may be deposited on private property adjacent to the Project if approved by the
Owner and when written permission is obtained from the property owner.
D. Waste materials shall be removed from the site on a daily basis, such that the site is
maintained in a neat and orderly condition.
END OF SECTION
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SECTION 01600 PRODUCT REQUIREMENTS
PART 7 - GENERAL
7.1 RELATED DOCUMENTS
A. Drawings, Construction Contract Clauses, Supplementary Conditions and Division 1 - General
Requirements apply to work of this section.
7.2 SECTION INCLUDES
A. Products.
B. Transportation and handling.
C. Storage and protection.
D. Product options.
E. Substitutions.
7.3 RELATED SECTIONS
A. Infonnation to Bidders: Product options and substitution procedures.
B. Section 01400 - Quality Requirements.
7.4 PRODUCTS
A. Products: Means new material, machinery, components, equipment, fixtures, and systems
forming the Work. Does not include machinery and equipment used for preparation,
fabrication, conveying and erection of the Work. Products may also include existing materials
or components required for reuse.
B. Do not use materials and equipment removed from existing premises, except as specifically
permitted by the Contract Documents.
C. Provide interchangeable components of the same manufacturer, for similar components.
7.5 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery
(1) Deliver materials, products and equipment to the project site in undamaged condition in
manufacturer's original, unopened containers or packaging, with identifying labels intact
and legible.
(2) Promptly inspect shipments to assure that products comply with requirements, quantities
are correct, and products are undamaged.
(3) Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
(4) Arrange deliveries in accordance with the construction schedule and in ample time to
facilitate inspection prior to installation to avoid unnecessary delays in the construction
process.
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B. Storage
(1) Store and protect products in accordance with manufacturer's instructions, with seals and
labels intact and legible. Store sensitive products in weather -tight, climate controlled
enclosures.
(2) For exterior storage of fabricated products, place on sloped supports, above ground.
(3) Provide off -site storage and protection when site does not permit on -site storage or
protection.
(4) Cover products subject to deterioration with impervious sheet covering. Provide ventilation
to avoid condensation.
(5) Store loose granular materials on solid flat surfaces in a well -drained area. Prevent mixing
with foreign matter.
(6) Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
(7) Arrange storage of products to permit access for inspection in a local warehouse.
Periodically inspect to assure products are undamaged and are maintained under specified
conditions.
(8) Materials, products and equipment may be stored off site in a bonded and insured local
warehouse approved by the Engineer and Owner. Pay all costs incurred for off -site storage
facilities. Products properly stored in off -site storage facilities may be included in progress
pay requests with written approval of the Owner.
C. Handling
(1) Handle materials, products and equipment in a manner prescribed by manufacturer or
specified to protect from damage during storage and installation.
7.6 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Any product meeting those
standards or description.
B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named
and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:
Submit a request for substitution for any manufacturer not named.
7.7 SUBSTITUTIONS
A. For bidding purposes as provided in "Information to Bidders".
B. Substitutions may be considered when a product becomes unavailable through no fault of the
Contractor.
C. Document each request with complete data substantiating compliance of proposed Substitution
with Contract Documents.
D. A request constitutes a representation that the Bidder:
(1) Has investigated proposed product and determined that it meets or exceeds the quality level
of the specified product.
(2) Will provide the same warranty for the Substitution as for the specified product.
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(3) Will coordinate installation and make changes to other Work which may be required for
the Work to be complete with no additional cost to Owner.
(4) Waives claims for additional costs or time extension which may subsequently become
apparent.
(5) Will reimburse Owner for review or redesign services associated with re -approval by
authorities.
E. Substitutions will not be considered when they are indicated or implied on shop drawing or
product data submittals, without separate written request, or when acceptance will require
revision to the Contract Documents.
F. Substitution Submittal Procedure:
(1) Submit four copies of request for Substitution for consideration. Limit each request to one
proposed Substitution.
(2) Submit shop drawings, product data, and certified test results attesting to the proposed
product equivalence.
(3) The Engineer will notify Contractor, in writing, of decision to accept or reject request.
PART8-PRODUCTS
Not Used
PART 9 - EXECUTION
Not Used
END OF SECTION
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SECTION 01700 CONTRACT CLOSEOUT
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
(1) Closeout Procedures
(2) Final Cleaning
(3) Adjusting
(4) Project Record Documents
(5) Warranties
(6) Spare Parts and Maintenance Materials.
1.2 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has been
inspected, and that Work is complete in accordance with Contract Documents and ready for
Engineer's inspection.
B. Should the Engineer consider the work incomplete or defective:
(1) The Engineer will promptly notify the Contractor in writing, listing the incomplete or
defective work.
(2) The Contractor shall take immediate steps to remedy the stated deficiencies and
submit a second written certification that the work is complete.
(3) The Engineer will re -inspect the Work.
C. Provide submittals to the Engineer that are required by governing or other authorities.
D. Submit final Application for Payment identifying total adjusted Contract Sum, previous
payments, and sum remaining due.
1.3 FINAL CLEANING
A. Execute final cleaning prior to final inspection.
B. Clean site, sweep paved areas, rake clean landscaped surfaces.
C. Remove waste and surplus materials, rubbish, and construction facilities from the site.
D. Repair, patch, and touch-up marred surfaces to match adjacent finishes.
1.4 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered operation.
1.5 PROJECT RECORD DOCUMENTS
A. Maintain on site, one set of the following record documents; record actual revisions to the
Work:
(1) Contract Drawings
(2) Specifications
(3) Addenda
(4) Change Orders and other Modifications to the Contract
(5) Reviewed shop drawings, product data, and samples.
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B. Store Record Documents separate from documents used for construction.
C. Record information concurrent with construction progress.
D. Specifications:
(1) Legibly mark and record at each Product section description of actual Products
installed, including the following:
(a) Manufacturer's name and product model and number.
(b) Product substitutions or alternates utilized.
(c) Changes made by Addenda and Modifications.
E. Record Documents and Shop Drawings:
(1) Legibly mark each item to record actual construction including:
(a) Measured horizontal and vertical locations of underground utilities and
appurtenances referenced to permanent surface improvements.
(b) Field changes of dimension and detail.
(c) Details not on original Contract Drawings.
(d) Changes made by Addenda and Modifications.
1.6 WARRANTIES
A. Provide duplicate notarized copies.
B. Execute and assemble documents from Subcontractors, suppliers, and manufacturers.
C. Provide Table of Contents and assemble with metal prong binder in durable plastic
presentation cover.
D. Submit prior to final Application for Payment.
E. For items of Work delayed beyond date of Substantial Completion, provide updated
submittal within ten (10) days after acceptance, listing date of acceptance as start of
warranty period.
1.7 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, maintenance and extra materials in quantities specified in
individual specification Sections.
B. Deliver to project site and place in location as directed; obtain receipt prior to final
payment.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
Not used
END OF SECTION
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DIVISION 2 SITE WORK
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SECTION 02050 REMOVAL, DEMOLITION AND SALVAGE
PART 10 - GENERAL
10.1 RELATED DOCUMENTS
A. Drawings, Construction Contract Clauses, Supplementary Conditions and Division 1 - General
Requirements apply to work of this section.
10.2 SECTION INCLUDES
A. Disconnecting and capping of identified utilities.
10.3 RELATED SECTIONS
A. Section 01039 -Coordination and Meetings
B. Section 01600 — Product Requirements.
C. Section 01700 -Contract Closeout: Project record documents.
10.4 JOINT INSPECTION
A. Prior to demolition, a joint inspection by the Owner, Engineer and Contractor will be made to
determine condition of existing structures adjacent to items being demolished. Adjacent
structures damaged by demolition operations must be restored satisfactorily at no expense to
the Owner.
10.5 PROJECT RECORD DOCUMENTS
A. Submit under provisions of Section 01700 —Contract Closeout.
B. Accurately record actual locations of capped utilities and subsurface obstructions.
10.6 QUALIFICATIONS
A. Experience in performing the Work of this Section.
10.7 DISPOSITION OF MATERIALS AND EQUIPMENT
A. Ownership of Material and Equipment
(1) Certain materials and equipment may be designated for reuse or salvage and will remain
the Owner's property. If the designated items are damaged during demolition, handling or
storage, the items must be restored satisfactorily at no expense to the Owner.
(2) Materials and equipment not designated for reuse or salvage become the Contractor's
property.
B. Disposal. All materials and equipment not designated for reuse or salvage shall be disposed of
by the Contractor at no expense to the Owner.
C. Reuse. Other items may be designated for reuse as directed by the Owner's Representative.
10.8 REGULATORY REQUIREMENTS
A. Conform to applicable code for demolition of structures, safety of adjacent structures, dust
control, runoff control and disposal.
B. Obtain required permits from authorities.
C. Notify affected utility companies before starting work and comply with their requirements.
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D. Do not close or obstruct roadways, sidewalks or hydrants without permits.
E. Conform to applicable regulatory procedures when discovering hazardous or contaminated
materials.
10.9 SCHEDULING
A. Schedule work under the provisions of Section 01039 —Coordination and Meetings.
B. Schedule Work to coincide with new construction.
C. Describe demolition removal procedures and schedule.
PART 11 - PRODUCTS
Not Used
PART 12 - EXECUTION
12.1 PREPARATION
A. Provide, erect, and maintain temporary barriers and security devices.
B. Protect existing landscaping materials, appurtenances and structures which are not to be
demolished.
C. Prevent movement or settlement of adjacent structures. Provide bracing and shoring.
D. Mark location of utilities.
12.2 PROTECTION OF PERSONS AND PROPERTY
A. The Contractor is responsible for providing protection of persons and property, including safe
working conditions throughout work progress.
B. Minimize the spread of dust and flying particles. Execute demolition in a manner to prevent
damage from falling debris or other sources to Owner's property or adjacent property.
C. Do not interfere with use of adjacent structures; maintain free and safe access at all times.
Guard against movement or settlement of adjacent structures. The Contractor is responsible for
safety and integrity of adjacent structures and, consequently, is liable for any movement or
settlement and any resulting injuries or damage. Provide proper bracing and shoring necessary
for support. If safety of adjacent buildings appears to be endangered, cease operations. Do not
resume demolition until proper protective measures have been taken.
12.3 DEMOLITION REQUIREMENTS
A. Conduct demolition to minimize interference with adjacent structures.
B. Cease operations immediately if adjacent structures appear to be in danger. Notify Engineer.
Do not resume operations until directed.
C. Conduct operations with minimum interference to public or private accesses. Maintain
protected egress and access at all times.
D. Obtain written permission from adjacent property owners when demolition equipment will
traverse, infringe upon or limit access to their property.
E. Sprinkle Work with water to minimize dust. Provide hoses and water connections for this
purpose.
12.4 BLASTING
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A. Blasting is not permitted on this project.
12.5 FIRES
A. Fires are not permitted on this project.
12.6 UTILITY SERVICES
A. Disconnecting
Seal abandoned storm or sanitary sewers with concrete or by another approved method.
B. Interruption
When temporary interruption of utility service to an occupied building is required by the
work, properly coordinate the outage to prevent untimely or damaging interruptions.
12.7 DEMOLITION
A. Disconnect, remove and cap designated utilities within demolition areas.
B. Remove foundation walls and footings to a minimum of four feet below finished grade 10 feet
beyond area of new construction.
C. Remove concrete slabs on grade.
D. Remove materials to be re -installed or retained in manner to prevent damage. Store and protect
in accordance with requirements of Section 01600 — Product Requirements.
E. Rough grade and compact areas affected by demolition to maintain site grades and contours.
F. Remove demolished materials from site.
G. Do not burn or bury materials on site. Leave site in clean condition.
H. Remove all temporary work.
12.8 GENERAL WORK ITEMS
A. Contractor may use equipment and materials necessary to properly complete the demolition.
Operational procedures are at the Contractor's option but must not interfere with the execution
of other work. Materials or equipment designated for reuse or salvage shall be carefully
removed, transported and stored in approved storage areas.
B. Structures. Remove structures entirely, including footings, contents, attachments and
improvements. Carefully remove and lower structural steel.
C. Removing and Replacing Concrete. Use these procedures where existing concrete must be
removed to facilitate operations but will be replaced subsequently.
(1) Make initial cut with a concrete saw exercising care to avoid cutting reinforcement.
(2) After removing concrete, cut cross bars at center of breakout and bend back.
(3) Before replacing concrete, bend bars back to the original position and provide a splice bar
for each cut bar. Splice bars must be the size of cut bars and of a length to lap each cut end
a minimum of 20 diameters of the bar, unless restricted by the job conditions.
(4) Immediately before placing new concrete, thoroughly clean old concrete and apply a heavy
coat of bonding agent.
(5) Replace concrete as specified in Division 3 - Concrete.
D. Backfill
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(1) Backfill holes or other hazardous openings resulting from demolition with an approved
material to the density of adjacent soil as specified in the section describing Earthwork.
(2) Backfilling with rubbish or burying on the site is not permitted.
E. Cleaning. Keep the work areas free of accumulated debris. Materials and equipment that are
not for reuse of salvage must be removed from the site daily, unless otherwise approved.
12.9 MECHANICAL WORK ITEMS
A. Remove existing mechanical work items to the extent necessary to accommodate new work.
12.10 ELECTRICAL WORK ITEMS
A. Unless otherwise noted, remove all electrical materials and equipment from areas indicated for
demolition and from site.
B. Remove existing conduit to the extent necessary to accommodate new work or to a minimum
of 5 feet beyond area indicated for demolition, whichever is greater.
C. Remove all wiring from abandoned conduit.
D. Seal abandoned conduits.
E. Existing electrical services and controls to items being removed must be disconnected.
12.11 SCHEDULES
A. No salvage material or equipment shall be reused on the project unless specifically provided
for in the Specifications or so noted on the drawings.
END OF SECTION
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SECTION 02240 DEWATERING
PART 1 GENERAL
1.1 SUMMARY
A. This Section includes construction dewatering procedures and requirements.
(1) A geotechnical survey has not been performed at the site.
(2) This Section shall be applicable only if ground water begins to enter the trench.
(3) Any required dewatering for this project shall be considered subsidiary to pipeline and
manhole installation and no separate compensations will be paid.
B. Section Includes:
(1) Submittals
(2)
Performance Requirements
(3)
Quality Assurance
(4)
Project Conditions
(5)
Preparation
(6)
Installation
(7)
Observation Wells
1.2 SUBMITTALS
A. Shop Drawings for Information:
(1) For dewatering system, show arrangements, locations, and details of wells and well
points; locations of headers and discharge lines; and means of discharge and disposal of
water.
(2) Include layouts of piezometers and flow -measuring devices for monitoring performance
of dewatering system.
(3) Include written report outlining control procedures to be adopted if dewatering
problems arise.
(4) Photographs or videotape, sufficiently detailed, of existing conditions of adjoining
construction and site improvements that might be misconstrued as damage caused by
dewatering operations.
(5) Record drawings at Project closeout identifying and locating capped utilities and other
subsurface structural, electrical, or mechanical conditions performed during dewatering.
(6) Note locations and capping depth of wells and well points.
B. Field Test Reports:
(1) Before starting excavation, submit test results and computations demonstrating that
dewatering system is capable of meeting performance requirements.
1.3 PERFORMANCE REQUIREMENTS
A. Design, furnish, install, test, operate, monitor, and maintain dewatering system of sufficient
scope, size, and capacity to control ground water flow into excavations and permit
construction to proceed on dry, stable ground.
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B. Maintain dewatering operations to ensure erosion control, stability of excavations and
constructed slopes, that excavation does not flood, and that damage to subgrades and
permanent structures is prevented.
C. Prevent surface water from entering excavations by grading, dikes, and other means
approved by the Engineer.
D. Remove dewater system if no longer needed.
1.4 QUALITY ASSURANCE
A. Comply with water disposal requirements of authorities having jurisdiction.
1.5 PROJECT CONDITIONS
A. Existing Utilities:
(1) Do not interrupt utilities serving facilities occupied by Owner or others unless permitted
in writing by the Engineer and then only after arranging to provide temporary utility
services according to requirements indicated.
B. Project Site Information:
(1) A geotechnical report has not been prepared for the Project area.
(2) The Contractor, at own expense, may make test borings and conduct other exploratory
operations necessary for dewatering.
(3) Survey adjacent structures and improvements, employing a qualified professional
engineer or land surveyor, establishing exact elevations at fixed points to act as
benchmarks.
(4) Clearly identify benchmarks and record existing elevations.
(5) During dewatering, regularly resurvey benchmarks, maintaining an accurate log of
surveyed elevations for comparison with original elevations.
(6) Promptly notify the Engineer if changes in elevations occur or if cracks, sags, or other
damage is evident in adjacent construction.
PART 2 PRODUCTS
Not used
PART 3 EXECUTION
3.1 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused
by settlement, lateral movement, undermining, washout, and other hazards created by
dewatering operations.
B. Prevent surface water and subsurface or ground water from entering excavations, ponding
on prepared subgrades, and from flooding site and surrounding area.
C. Protect subgrades and foundation soils from softening and damage by rain or water
accumulation.
D. Install dewatering system to ensure minimum interference with roads, streets, walks, and
other adjacent occupied and used facilities.
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E. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without
permission from Owner and authorities having jurisdiction.
(1) Provide alternate routes around closed or obstructed traffic ways if required by
authorities having jurisdiction.
3.2 INSTALLATION
A. Install dewatering system utilizing wells, well points, or similar methods complete with
pump equipment, standby power and pumps, filter material gradation, valves,
appurtenances, water disposal, and surface -water controls.
B. Before excavating below ground water level, place system into operation to lower water to
specified levels.
C. Operate system continuously until drains, sewers, and structures have been constructed and
fill materials have been placed, or until dewatering is no longer required.
D. Provide an adequate system to lower and control ground water to permit excavation,
construction of structures, and placement of fill materials on dry subgrades.
E. Install sufficient dewatering equipment to drain water -bearing strata above and below
bottom of foundations, drains, sewers, and other excavations.
F. Do not permit open -sump pumping that leads to loss of fines, soil piping, subgrade
softening, and slope stability.
G. Reduce hydrostatic head in water -bearing strata below subgrade elevations of foundations,
drains, sewers, and other excavations.
H. Maintain piezometric water level a minimum of sixty (60) inches below surface of
excavation.
I. Dispose of water removed by dewatering in a manner that avoids endangering public
health, property, and portions of work under construction or completed.
J. Dispose of water in a manner that avoids inconvenience to others.
K. Provide sumps, sedimentation tanks, and other flow -control devices as required by
authorities having jurisdiction.
L. Provide standby equipment on -site, installed and available for immediate operation, to
maintain dewatering on continuous basis if any part of system becomes inadequate or fails.
M. If dewatering requirements are not satisfied due to inadequacy or failure of dewatering
system, restore damaged structures and foundation soils at no additional expense to
Owner.
N. Remove dewatering system from Project Site on completion of dewatering.
0. Plug or fill well holes with sand or cut off and cap wells a minimum of thirty-six (36) inches
below overlying construction.
P. Promptly repair damages to adjacent facilities caused by dewatering operations.
3.3 OBSERVATION WELLS
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A. Provide, take measurements, and maintain at least the minimum number of observation
wells or piezometers indicated and additional observation wells as may be required by
authorities having jurisdiction.
B. Observe and record daily elevation of ground water and piezometric water levels in
observation wells.
C. Repair or replace, within twenty-four (24) hours, observation wells that become inactive,
damaged, or destroyed.
D. Suspend construction activities in areas where observation wells are not functioning
properly until reliable observations can be made.
E. Add or remove water from observation well risers to demonstrate that observation wells
are functioning properly.
F. Fill observation wells, remove piezometers, and fill holes when dewatering is completed.
END OF SECTION
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SECTION 02260 EXCAVATION SUPPORT AND PROTECTION
PART 1 GENERAL
1.1 SUMMARY
A. This Section includes temporary excavation support and protection systems.
B. Section Includes:
(1)
Submittals
(2)
Performance Requirements
(3)
Project Conditions
(4)
Materials
(5)
Preparation
(6)
Sheet Piling
(7)
Trench Boxes
(8)
Trenching Procedures
1.2 SUBMITTALS
A. Shop Drawings for Information:
(1) Prepared by or under the supervision of a qualified Professional Engineer for excavation
support and protection systems.
(2) Include Shop Drawings signed and sealed by a Texas Licensed Professional Engineer
responsible for their preparation.
B. Qualification data for installer and Professional Engineer.
C. Trenching and Shoring plans to the City for BNSF approval prior to construction, and any
follow-up documents requested by BNSF.
D. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining
construction and site improvements that might be misconstrued as damage caused by the
absence of, the installation of, or the performance of excavation support and protection
systems.
1.3 PERFORMANCE REQUIREMENTS
A. Design, furnish, install, monitor, and maintain excavation support and protection system
capable of supporting excavation sidewalls and of resisting soil and hydrostatic pressure and
superimposed and construction loads.
B. Provide professional engineering services needed to assume engineering responsibility,
including preparation of Shop Drawings and a comprehensive engineering analysis by a
qualified Professional Engineer.
C. Prevent surface water from entering excavations by grading, dikes, or other means
approved by the Engineer.
D. Install excavation support and protection systems without damaging existing buildings,
pavements, and other improvements adjacent to excavation.
1.4 PROJECT CONDITIONS
A. Existing Utilities:
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(1) Do not interrupt utilities serving facilities occupied by Owner or others unless permitted
in writing by the Engineer and then only after arranging to provide temporary utility
services according to requirements indicated.
B. Project Site Information:
(1) Survey adjacent structures and improvements, employing a qualified professional
engineer or land surveyor, establishing exact elevations at fixed points to act as
benchmarks.
(2) Clearly identify benchmarks and record existing elevations.
(3) During installation of excavation support and protection systems, regularly resurvey
benchmarks, maintaining an accurate log of surveyed elevations and positions for
comparison with original elevations and positions.
(4) Promptly notify the Engineer if changes in elevations or positions occur, or if cracks,
sags, or other damage is evident in adjacent construction.
PART 2 PRODUCTS
2.1 MATERIALS
A. Provide materials that are either new or in serviceable condition.
B. Structural Steel: ASTM A36/A 36M, ASTM A690/A 690 M, ASTM A 992/ A 992M.
C. Steel Sheet Piling: ASTM A 328/A 328M, ASTM A 572/ A 572M, or ASTM A690/ A 690M;
with continuous interlocks.
PART 3 EXECUTION
3.1 PREPARATION
A. Project structures, utilities, sidewalks, pavements, and other facilities from damage caused
by settlement, lateral movement, undermining, washout, and other hazards that could
develop during excavation support and protection systems operations.
B. Shore, support, and protect utilities encountered.
C. Install excavation support and protection systems to ensure minimum interference with
roads, streets, walks, and other adjacent occupied and used facilities.
D. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without
permission from Owner and authorities having jurisdiction.
(1) Provide alternate routes around closed or obstructed traffic ways if required by
authorities having jurisdiction.
E. Locate excavation support and protection systems clear of permanent construction so that
forming and finishing of concrete surfaces is not impeded.
F. Monitor excavation support and protection systems daily during excavation progress and for
as long as excavation remains open.
G. Promptly correct bulges, breakage, or other evidence of movement to ensure that
excavation support and protection systems remain stable.
H. Promptly repair damages to adjacent facilities caused by installing excavation support and
protection systems.
3.2 SHEET PILING
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A. Before starting excavation, install one-piece sheet piling lengths and tightly interlock to form
a continuous barrier.
B. Limit vertical offset of adjacent sheet piling to sixty (60) inches.
C. Accurately align exposed faces of sheet piling to vary not more than two (2) inches from a
horizontal line and not more than 1:120 out of vertical alignment.
D. Cut tops of sheet piling to uniform elevation at top of excavation.
3.3 TRENCH BOXES
A. Provide Engineer approved trench boxes sufficient for depth and width of open -cut trench.
B. All exposed trench shall be protected.
3.4 TRENCHING PROCEDURES
A. Provide shoring systems in accordance with the Contractor's submitted design to
adequately resist earth pressures.
B. Proceed with work in an orderly fashion.
C. Install trench bracing systems as soon as possible after opening trenches.
D. Do not allow workers in trench prior to installing trench bracing systems.
E. Backfill trenches as soon as possible after completion of work.
F. Stockpile excavated materials at three (3) feet away from edge of trench.
G. Maintain barricades and signage as required by State and Local codes to protect open
excavations.
H. Do not allow surface water to enter excavations.
I. Properly grade areas adjacent to trench excavations to control surface drainage away from
excavations.
J. If cut back method is allowed by Owner and is employed, maintain a clear distance of three
(3) feet from edge of cut to avoid allowing loose material to enter trench.
K. Cut back method may not be used where there is insufficient work area to employ it.
L. Do not operate heavy equipment except for trench digging or pipe laying equipment within
twenty (20) feet of edge of excavation.
M. Haul trucks, if needed, may operate closer than twenty (20) feet to trench edge provided
the Contractor deems it safe to do so.
3.5 REMOVAL AND REPAIRS
A. Remove excavation support and protection systems when construction has progressed
sufficiently to support excavation and bear soil and hydrostatic pressures.
B. Remove in stages to avoid disturbing underlying soils or damaging structures, pavements,
facilities, and utilities.
END OF SECTION
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SECTION 02300 EARTHWORK
PART 13 - GENERAL
13.1 RELATED DOCUMENTS
A. Drawings, Construction Contract Clauses, Supplementary Conditions and Division 1 - General
Requirements apply to work of this section
13.2 SECTION INCLUDES
A. This section of the specifications refers to general excavation of various materials at storm sewer
inlets, storm sewer outlets, channel grading, subgrade preparation related to paving, flexible base,
topsoil placement, and other miscellaneous grading items. For trenching -specific earthwork and
excavations at least five feet deep, refer to Section 02317 — Excavation and Backfill for Utilities.
13.3 RELATED SECTIONS
A. Section 01400 — Quality Requirements.
B. Section 02317 — Excavation and Backfill for Utilities.
C. Section 03300 - Cast -in -Place Concrete.
D. City of Lubbock Public Works Engineering — Minimum Design Standards and Specifications.
13.4 REFERENCES
AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
ASTM C 136 (2001) Sieve Analysis of Fine and Coarse Aggregates
ASTM D 422 (1963; R 2002) Particle -Size Analysis of Soils
ASTM D 698 (2000a) Test Method for Laboratory Compaction Characteristics of Soil
Using Standard Effort (12,400 ft — lb/ft').
ASTM D 1140 (2000) Amount of Material in Soils Finer than the No. 200
(75-micrometer) Sieve
ASTM D 1556 (2000) Density and Unit Weight of Soil in Place by the Sand -Cone Method
ASTM D 1557 (2002) Test Methods for Laboratory Compaction Characteristics of Soil
Using Modified Effort (56,000 ft — lbf/ft3)
ASTM D 15 86 (1999) Penetration Test and Split -Barrel Sampling of Soils
ASTM D 2487 (2000) Classification of Soils for Engineering Purposes (Unified Soil
Classification System)
ASTM D 2922 (2001) Density of Soil and Soil -Aggregate in Place by Nuclear Methods
(Shallow Depth)
ASTM D 3017 (2001) Water Content of Soil and Rock in Place by Nuclear Methods
(Shallow Depth)
ASTM D 4318 (2000) Liquid Limit, Plastic Limit, and Plasticity Index of Soils
13.5 DEFINITIONS
A. Backfill: Soil materials used to fill an excavation.
B. Base Course: Layer placed between the subbase course and asphalt paving.
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C. Borrow: Satisfactory soil imported from off -site for use as fill or backfill.
D. Excavation: Removal of material encountered above subgrade elevations.
(1) Additional Excavation: Excavation below subgrade elevations as directed by Engineer.
Additional excavation and replacement material will be paid for according to Contract
provisions for changes in the Work.
(2) Bulk Excavation: Excavations more than 20 feet in width and pits more than 30 feet in either
length or width, and not associated with trenching for pipe installation.
(3) Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated
dimensions without direction by Engineer. Unauthorized excavation, as well as remedial
work directed by Engineer, shall be without additional compensation.
E. Fill: Soil materials used to raise existing grades.
F. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and
electrical appurtenances, or other man-made stationary features constructed above or below the
ground surface.
G. Subbase Course: Layer placed between the subgrade and base course for asphalt paving, or layer
placed between the subgrade and a concrete pavement or walk.
H. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or
backfill immediately below subbase, drainage fill, or topsoil materials.
L Utilities: Include on -site underground pipes, conduits, ducts, and cables.
J. Suitable Material: Suitable soil materials are those meeting specification requirements.
Unsuitable soils meeting specification requirements for suitable soils after treatment with lime or
cement are considered suitable, unless otherwise indicated.
K. Unsatisfactory Materials: Materials which do not comply with the requirements for satisfactory
materials are unsatisfactory. Unsatisfactory materials also include man-made fills; trash; refuse;
backfills from previous construction; and material classified as satisfactory which contains root
and other organic matter or frozen material. The Engineer shall be notified of any contaminated
materials.
L. Cohesionless and Cohesive Materials: Cohesionless materials include materials classified in
ASTM D 2487 as GW, GP, SW, and SP. Cohesive materials include materials classified as GC,
SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesionless
only when the fines are nonplastic. Testing required for classifying materials shall be in
accordance with ASTM D 4318, ASTM C 136, ASTM D 422, and ASTM D 1140.
M. Degree of Compaction: Degree of compaction required is expressed as a percentage of the
maximum density obtained by the test procedure presented in ASTM D 698 or ASTM D 1557 as
designated in the Contract Documents abbreviated as a percent of laboratory maximum density.
Procedure A, B or C shall be applied as applicable along with corrections according to ASTM D
4718. For free draining soils, use maximum reference density according to ASTM D 4253.
N. Topsoil: Material suitable for topsoils obtained from offsite areas or the top 3 feet of excavated
material shall be defined as clean and uncontaminated soils capable of sustaining plant life.
13.6 SUBMITTALS
A. Material Reports
(1) Classification according to ASTM D 2487 for each site of borrow soil material.
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(2) Laboratory compaction curve according to ASTM D 698 for each on -site or borrow soil
material.
13.7 QUALITY ASSURANCE
A. Refer to Section 01400 —Quality Requirements.
PART 14 - PRODUCTS
14.1 SOIL MATERIALS
A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not
available from excavations. Refer to Section 02318 — Borrow.
B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM, or
a combination of these group symbols; free of rock or gravel larger than 3 inches in any
dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. Satisfactory
soils should have a liquid limit of 45 maximum and a plasticity index of 15 maximum.
C. Unsatisfactory Soils: ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL,
OH, and PT, or a combination of these group symbols.
(1) Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of
optimum moisture content at time of compaction.
D. Backfill and Fill: Satisfactory soil materials.
E. Subbase: Satisfactory soils.
F. Flexible Base:
(1) The material for flexible base shall consist of crushed caliche (limestone, calcareous clay
particles, conglomerate, gravel, or other approved granular materials) produced from
oversized quarried aggregate, sized by crushing and produced from a naturally occurring
single source except that blending of clean crushed concrete will be allowed. Blended
material must meet requirements for flexible base as defined in this and other sections. The
material source shall be subject to approval by the Engineer. If material characteristics within
the approved source change, the material shall be subject to retesting and re -approval prior
to continued use. The Contractor shall not change material sources without approval by the
Engineer.
(2) Refer to City of Lubbock Public Works Engineering Minimum Design Standards and
Specifications, 8.08.02 Flexible Base (Caliche).
G. Subgrade:
(1) Subgrade material for concrete or asphalt construction shall consist of suitable native soil or
off site soil, free from vegetation or other objectionable matter. All unstable or objectionable
material shall be removed from the Subgrade and replaced with approved material.
(2) Refer to City of Lubbock Public Works Engineering Minimum Design Standards and
Specifications, 8.08.01 Subgrade.
14.2 ACCESSORIES
A. Warning Tape: Acid- and alkali -resistant polyethylene film warning tape manufactured for
marking and identifying underground utilities uncovered during prosecution of the
work, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility;
colored as follows:
(1) Red: Electric.
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(2) Yellow: Gas and oil.
(3) Orange: Telephone and other communications.
(4) Blue: Water systems.
(5) Green: Sewer systems.
B. Warning tape to be placed within 3 feet of ground surface.
PART 15 - EXECUTION
15.1 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by
settlement, lateral movement, undermining, washout, and other hazards created by earthwork
operations.
B. Protect subgrades and foundation soils against freezing temperatures or frost.
C. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of
soil -bearing water runoff or airborne dust to adjacent properties and walkways.
15.2 STRIPPING OF TOPSOIL
A. Topsoil will be separately excavated, stored, and used for surface finish in preparation for
seeding, sodding, or other planting, only where topsoil is definitely superior for grass and plant
growth as compared with the remainder of the excavated material. In general, this shall be
considered as the top 6 inches of excavated material. Surface soil that is heavy clay,
predominantly sandy, or is lean in grass -and plant -growth qualities, will not be saved. The
hauling, spreading, smoothing, and maintenance of the topsoil in preparation for the seeding and
planting operations are generally considered under a separate section, and therefore are not
considered in this specification.
15.3 FROZEN MATERIAL
A. Soils shall not be placed on a foundation which contains frozen material, or which has been
subjected to freeze -thaw action. This prohibition encompasses all foundation types, including the
natural ground, all prepared subgrades (whether in an excavation or on an embankment) and all
layers of previously placed and compacted earth fill which become the foundations for successive
layers of earth fill. All material that freezes or has been subjected to freeze -thaw action during
the construction work, or during periods of temporary shutdowns, such as, but not limited to,
nights, holidays, weekends, winter shutdowns, or earthwork operations, shall be removed to a
depth that is acceptable to the Engineer and replaced with new material. Alternatively, the
material will be thawed, dried, reworked, and recompacted to the specified criteria before
additional material is placed. The Engineer will determine when placement of fill or backfill shall
cease due to cold weather. The Engineer may elect to use average daily air temperatures, and/or
physical observation of the soils for his determination. Embankment material shall not contain
frozen clumps of soil, snow, or ice.
15.4 EXCAVATION FOR WALKS AND PAVEMENTS
A. Excavate surfaces under walks, pavements and similar paths to indicated cross sections,
elevations, and grades.
15.5 SUBGRADE PREPARATION
A. Refer to City of Lubbock Public Works Engineering Minimum Design Standards and
Specifications, 8.08.01 Subgrade.
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15.6 UNSUITABLE MATERIAL
A. If unsuitable material is encountered during subgrade preparation regardless of how it is
discovered, the Contractor shall take corrective action as directed by the Engineer. If removal
and replacement of the material is required or if drying is required deeper than 6 inches below
subgrade it will be considered over excavation and paid for separately. Contractor shall back fill
any over excavation with suitable material and compact to 95% of Modified Proctor Density at a
moisture content within 2% of optimum in accordance to ASTM D698.
15.7 FLEXIBLE BASE CONSTRUCTION
A. Areas behind curbs shall be backfilled and leveled with approved topsoil prior to placing base
material.
B. Refer to City of Lubbock Public Works Engineering Minimum Design Standards and
Specifications, 8.08.02 Flexible Base (Caliche).
15.8 STORAGE OF SOIL MATERIALS
A. Stockpile satisfactory excavated soil materials. Stockpile soil materials without intermixing.
Place, grade, and shape stockpiles to drain surface water. Cover or spray with dust suppressant
to prevent windblown dust.
(1) Stockpile soil materials away from edge of excavations. Do not store within drip line of
trees.
15.9 UTILITY TRENCH BACKFILL
A. Refer to Section 02317 — Excavation and Backfill for Utilities.
15.10 FILL
A. Preparation: Remove vegetation, 6" of topsoil, debris, unsatisfactory soil materials, obstructions,
and deleterious materials from ground surface before placing fills.
B. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill
material will bond with existing material.
C. Place and compact fill material to required elevations as directed in Paragraph 3.12 using
satisfactory soil material.
15.11 MOISTURE CONTROL
A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before
compaction to within 2 percent of optimum moisture content.
(1) Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or
ice.
(2) Remove and replace, or scarify and air-dry, otherwise satisfactory soil material that exceeds
optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight.
15.12 COMPACTION OF FILLS
A. Place fill materials in layers not more than 6 inches in loose depth for material compacted by
heavy compaction equipment, and not more than 4 inches in loose depth for material compacted
by hand -operated tampers.
B. Each layer of backfill or fill material should be compacted to a minimum of 95% of Modified
Proctor Density at a moisture content within 2% of optimum.
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C. Use only hand -operated tamping equipment or place flowable backfill to achieve a minimum
cover of 12 inches over pipes, conduits, and ducts. Do not use heavy compacting equipment until
adequate cover is attained to prevent damage to pipes, conduits, or ducts. Do not use vibratory
equipment unless approved by the Owner and until 5 feet of cover over pipes, conduits and ducts
is obtained. Use of vibratory equipment within 10 feet measured from the top of finished surface
or adjacent to existing structures will only be permitted if approved by the Owner on a case -by -
case basis.
15.13 TESTING
A. Testing Agency: Contractor shall perform construction materials testing in conformance with
Section 01400 — Quality Requirements. Contractor shall be responsible for paying for failing tests
conducted by Owner. Such failing tests shall include pro-rata technician time charges, pro-rata
mileage expense and other pro -rated agency charges.
B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with
subsequent earthwork only after Engineer has verified that test results for previously completed
work comply with requirements.
C. Testing agency will test compaction of soils in place according to ASTM D 1556 and
ASTM D 2922, as applicable. Tests will be performed at the following locations and frequencies:
(1) Paved Areas: At subgrade and at each compacted fill layer, at least one test for every 5000
sq. ft. or less of paved area, but in no case fewer than three tests.
(2) Trench Backfill: Refer to Section 02317 —Excavation and Backfill for Structures.
D. When testing agency reports that subgrades, fills, or backfills have not achieved degree of
compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required;
recompact and retest until specified compaction is obtained. Contractor shall be responsible for
paying for failing tests conducted by Owner. Such failing tests shall include pro-rata technician
time charges, pro-rata mileage expense and other pro -rated agency charges.
15.14 GRADING
A. General: Uniformly grade areas to a smooth surface free from irregular surface changes. Comply
with compaction requirements and grade to cross sections, lines, and elevations indicated.
(1) Provide a smooth transition between adjacent existing grades and new grades.
(2) Cut out soft spots, fill low spots, and trim high spots to comply with required surface
tolerances.
B. Site Grading: Finish subgrades to required elevations within the following tolerances:
(1) Lawn or Unpaved Areas: Plus or minus I inch.
(2) Walks: Plus or minus I inch.
(3) Pavements: Plus or minus 3/8 inch.
15.15 PROTECTION
A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep
free of trash, debris and excess weeds.
B. Repair and reestablish grades to specified tolerances where completed or partially completed
surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent
construction operations or weather conditions.
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(1) Scarify or remove and replace soil material to depth as directed by Engineer; reshape and
re -compact.
C. Where settling occurs before Project correction period elapses, remove finished surfacing,
backfill with additional soil material, compact, and reconstruct surfacing.
(1) Restore appearance, quality, and condition of finished surfacing to match adjacent work,
and eliminate evidence of restoration to the greatest extent possible.
15.16 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil,
trash, and debris, and legally dispose of it off Owner's property according to Section 01576 —
Waste Material Disposal.
END OF SECTION
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SECTION 02317 EXCAVATION AND BACKFILL FOR UTILITIES
PART 1 GENERAL
1.1 SUMMARY
A. This section of the specifications includes information on excavation, trenching, foundation,
embedment, and backfill for installation of utilities, including manholes and pipeline
structures.
B. Section Includes:
(1) Definitions
(2) References
(3) Scheduling
(4) Submittals
(5) Tests
(6) Equipment
(7) Material Classifications
(8) Accessories
(9) Installation
(10) Preparation
(11) Protection
(12) Excavation
(13) Handling Excavation Materials
(14) Trench Foundation
(15) Ground Water Control
(16) Pipe Embedment, Placement and Compaction
(17) Trench Zone Backfill, Placement and Compaction
(18) Field Quality Control
(19) Disposal of Excess Material
1.2 DEFINITIONS
A. Pipe Foundation — Suitable and stable native soils that are exposed at the trench subgrade
after excavation to depth of bottom of the bedding as shown on the Drawings, or
foundation backfill material placed and compacted in over -excavations.
B. Pipe Bedding — The portion of trench backfill that extends vertically from top of foundation
up to a level line at bottom of pipe, and horizontally under one-third of the pipe O.D.
C. Haunching — The material placed on either side of the pipe from the foundation to the
springline of the pipe for rigid wall pipe, and horizontally from one trench sidewall to
opposite sidewall, excluding the bedding section as shown on the plans.
D. Initial Backfill — The portion of trench backfill that extends vertically from the top of
haunching or cement stabilized backfill up to a level line immediately below pavement
subgrade, and horizontally from on trench sidewall to opposite sidewall.
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E. Pipe Embedment —The portion of trench backfill that consists of bedding, haunch ing, and
initial backfill.
F. Trench Zone — The portion of trench backfill that extends vertically from top of pipe
embedment up to a line immediately below pavement subgrade or up to final grade when
not beneath paving.
G. Backfill — Suitable material meeting specified quality requirements, placed and compacted
under controlled conditions.
H. Ground Water Control Systems — Installations external to trench, such as well points,
eductors, or deep wells. Ground water control includes dewatering to lower ground water,
intercepting seepage which would otherwise emerge from side or bottom of trench
excavation, and depressurization to prevent failure or heaving of excavation bottom. Refer
to Section 02240 — Dewatering.
I. Surface Water Control — Diversion and drainage of surface water runoff and rain water away
from trench excavation. Rain water and surface water accidentally entering trench shall be
controlled and removed as a part of excavation drainage.
J. Excavation Drainage — Removal of surface and seepage water in trench by sump pumping or
other approved means.
K. Trench Conditions are defined with regard to the stability of trench bottom and trench walls
of pipe embedment zone. Maintain trench conditions that provide for effective placement
and compaction of embedment material directly on or against undisturbed soils or
foundation backfill, except where structural trench support is necessary.
L. Dry Stable Trench — Stable and substantially dry trench conditions exist in pipe embedment
zone as a result of typically dry soils or achieved by ground water control (dewatering or
depressurization) for trenches extending below ground water level.
M. Stable Trench with Seepage — Stable trench in which ground water seepage is controlled by
excavation drainage.
N. Stable Trench with Seepage in Clayey Soils — Excavation drainage is provided in lieu of or to
supplement ground water control systems to control seepage and provide stable trench
subgrade in predominately clayey soils prior to bedding placement.
0. Stable Wet Trench in Sandy Soils — Excavation drainage is provided in the embedment zone
in combination with ground water control in predominately sandy or silty soils.
P. Unstable Trench — Unstable trench conditions exist in the pipe embedment zone if ground
water inflow or high water content causes soil disturbances, such as sloughing, sliding,
boiling, heaving, or loss of density.
Q. Subtrench — Subtrench is a special case of benched excavation. Subtrench excavation below
trench shields or shoring installations may be used to allow placement and compaction of
foundation or embedment materials directly against undisturbed soils. Depth of a
subtrench depends upon trench stability and safety as determined by the Contractor.
R. Over -Excavation and Backfill — Excavation of subgrade soils with unsatisfactory bearing
capacity or composed of otherwise unsuitable materials below top of foundation as shown
on Drawings, and backfilled with foundation backfill material.
S. Foundation Backfill Materials — Natural soil or manufactured aggregate of controlled
gradation, to control drainage and material separation. Foundation backfill material is
placed and compacted as backfill to provide stable support for bedding.
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T. Trench Safety Systems include both protective systems and shoring systems as defined in
Section 02260 — Excavation Support and Protection
U. Trench Shield (Trench Box) — A portable worker safety structure moved along the trench as
work proceeds, used as a protective system and designed to withstand forces imposed on it
by cave-in, thereby protecting persons within the trench. Trench shields may be stacked if
so designed or placed in a series depending on depth and length of excavation to be
protected.
V. Shoring System — A structure that supports sides of an excavation to maintain stable soil
conditions and prevent cave-ins, or to prevent movement of the ground affecting adjacent
installations or improvements.
1.3 REFENCES
A. ASTM D 558 —Test Methods for Moisture -Density Relations of Soil Cement Mixtures.
B. ASTM D 698 —Test Methods for Moisture -Density Relations of Soils and Soil -Aggregate
Mixtures Using 5.5-lb. Rammer and 12 inch Drop.
C. ASTM D 1556 — Test Method for Density in Place by the Sand -Cone Method.
D. ASTM D 2487 — Classification and Soils for Engineering Purposes.
E. ASTM D 2922 — Test Method for Density of Soil and Soil -Aggregate in Place by Nuclear
Methods (Shallow Depth).
F. ASTM D 3017 — Test Method for Water Content of Soil and Rock in Place by Nuclear
Methods (Shallow Depth).
G. ASTM D 4318 —Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
H. TxDOT Tex-101-E — Preparation of Soil and Flexible Base Materials for Testing.
I. TxDOT Tex-110-E — Determination of Particle Size Analysis of Soils.
J. Federal Regulations, 29 CFR Part 1926, Standards -Excavation, Occupational Safety and
Health Administration (OSHA).
1.4 SCHEDULING
A. Schedule work so that pipe embedment can be completed on the same day that acceptable
foundation has been achieved for each section of pipe installation, manhole, or other
structures.
1.5 SUBMITTALS
A. Conform to Section 01300 — Submittal Procedures
B. Submit a written description for information only of the planned typical method of
excavation, backfill placement, and compaction, including:
(1) Sequence of work and coordination of activities.
(2) Selected trench widths and dimensions of excavations.
(3) Procedures for foundation and embedment placement, and compaction.
(4) Procedure for use of trench boxes and other pre -manufactured systems while assuring
specified compaction against undisturbed soils.
C. Submit backfill material sources and product quality information in accordance with
requirements of Section 02320 — Utility Backfill Materials.
D. Submit record of location of pipe as installed, referenced to the TxDOT coordinate system.
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(1) Include locations of utilities encountered that are not shown on drawings or rerouted
for the convenience of the Contractor.
(2) Give stations, coordinates, elevations, inverts, and gradients of installed pipe, casing,
etc.
E. Submit field density tests of trench backfill.
F. Submit laboratory density compaction curves for each material.
1.6 TESTS
A. The Contractor is to perform backfill material source qualification testing in accordance with
requirements of Section 02320 — Utility Backfill Materials.
B. The Contractor shall have a competent, separate agency perform field density tests of
trench backfill representative of each 200 linear feet of trench and each compacted layer.
PART 2 PRODUCTS
2.1 EQUIPMENT
A. Perform excavation with hydraulic excavator or other equipment suitable for achieving the
requirements of this Section.
B. Use only hand -operated tamping equipment until a minimum cover of twelve (12) inches is
obtained over pipes, conduits, and ducts.
C. Do not use heavy compacting equipment until adequate cover is attained to prevent
damage to pipes, conduits, or ducts.
D. Do not use vibratory equipment until five (5) feet of cover over pipes, conduits, or ducts is
obtained.
E. Do not use vibratory equipment if adjacent structures could be affected.
F. Use trench shields or other protective systems or shoring systems which are designed and
operated to achieve placement and compaction of backfill directly against undisturbed
native soil.
2.2 MATERIAL CLASSIFICATIONS
A. Embedment and Trench Zone Backfill Materials: Conform to classifications and product
descriptions of Section 02320 — Utility Backfill Materials.
2.3 ACCESSORIES
A. Warning Tape: Install twelve (12) inches below finished grade acid and alkali resistant
polyethylene film warning tape manufactured for marking and identifying underground
utilities, six (6) inches wide and four (4) mils thick, continuously inscribed with a description
of the utility; colored as follows:
(1) Red — Electric
(2) Yellow —Gas, oil, steam, and dangerous materials.
(3) Orange — Telephone and other communications.
(4) Blue — Water systems.
(5) Green — Sewer systems.
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B. Locator Wire: Install continuously coated ten (10) gauge locating wire as indicated on Plans.
PART 3 EXECUTION
3.1 INSTALLATION
A. Install flexible pipe to conform to the trench details shown in the drawings.
B. Install rigid pipe to conform to the trench details shown in the drawings.
3.2 PREPARATION
A. Establish traffic control to conform to requirements of Section 01555 — Barricades, Signs,
and Traffic Handling and the drawings.
B. Perform work to conform to applicable safety standards and regulations.
C. Employ a trench safety system as specified in Section 02260 — Excavation Support and
Protection.
D. Immediately notify the agency or company owning any existing utility line which is
damaged, broken, or disturbed.
E. Obtain approval from the Engineer and agency for any repairs or relocations, either
temporary or permanent.
F. Remove existing pavements and structures, including sidewalks and driveways, to conform
to requirements of Section 02220 — Demolition, Removal, and Salvaging of Existing Material.
G. Maintain permanent benchmarks, monumentation and other reference points, and unless
otherwise directed in writing, replace those which are damaged or destroyed.
3.3 PROTECTION
A. Protect trees, shrubs, lawns, existing structures, and other permanent objects outside of the
construction limits.
B. Protect and support above grade and below grade utilities, which are to remain.
C. Restore damaged permanent facilities to pre -construction conditions unless replacement or
abandonment of facilities are indicated on the Drawings.
D. Take measures to minimize erosion of trenches and excavations.
E. Do not allow water to pond in trenches or excavations.
F. Where slides, washouts, settlements, or areas with loss of density or pavement failures or
potholes occur, repair, recompact, and pave those areas at no additional cost to the Owner.
G. The Contractor shall locate all existing underground lines, whether or not they are shown on
the Drawings, sufficiently in advance of trenching operations to prevent any damage
thereto.
(1) TxDOT utilities are not incorporated into Texas 811 Utility Locates. The Contractor
must coordinate with TxDOT for TxDOT utility locates within TxDOT ROW.
H. Verification of location, size, and burial depth of existing utilities shall be the complete
responsibility of the Contractor.
I. The Contractor is responsible for notifying pipeline and cable utility owners of the intention
to cross said utility no less than seven (7) days prior to crossing the utility.
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J. Coordinate vertical separation requirements with utility owners and any other special
construction considerations.
K. Notify the Engineer if required changes in the vertical profile shown on the Drawings prior
to constructing these changes.
L. Trench digging machinery may be used to make the trench excavations except in places
where operation of same would cause damages to pipelines, fences, or other existing
structures either above or below ground; in such instances hand methods shall be
employed.
3.4 EXCAVATION
A. Perform excavation work so that pipe, conduit, or ducts can be installed to depths and
alignments shown on the Drawings.
B. Avoid disturbing surrounding ground and existing facilities and improvements.
C. Determine trench excavation widths based on the requirements shown on the plans.
D. Use sufficient trench width or benches above the embedment zone for installation of well
point headers or manifolds and pumps where depth of trenches makes it uneconomical or
impractical to pump from the surface elevation.
E. Provide sufficient space between shoring cross braces to permit equipment operations and
handling of forms, pipe, embedment and backfill, and other materials.
F. Upon discovery of unknown utilities, badly deteriorated utilities not designated for removal,
or concealed conditions, discontinue work at that location. Notify the Engineer and obtain
instructions before proceeding.
G. Shoring of Trench Walls:
(1) Install special shoring in advance of trench excavation or simultaneously with the
trench excavation, so that the soils within the full height of the trench excavation walls
will remain laterally supported at all times.
(2) For all types of shoring, support trench walls in the pipe embedment zone throughout
the installation.
(3) Provide trench wall supports sufficiently tight to prevent washing the trench wall soil
out behind the trench wall support.
(4) Unless otherwise directed by the Engineer, leave sheeting driven into or below the
pipe embedment zone in place to preclude loss of support of foundation and
embedment materials.
(5) Leave rangers, walers, and braces in place as long as required to support the sheeting,
which has been cut off, and the trench wall in the vicinity of the pipe zone.
(6) Employ special methods for maintaining the integrity of embedment or foundation
material.
(7) Before moving supports, place and compact embedment to sufficient depths to
provide protection of pipe and stability of trench walls.
(8) As supports are moved, finish placing and compacting embedment.
(9) If sheeting or other shoring is used below top of the pipe embedment zone, do not
disturb pipe foundation and embedment materials by subsequent removal.
(10) Maximum thickness of removable sheeting extending into the embedment zone shall
be the equivalent of a one (1) inch thick steel plate.
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(11) Fill voids left on removal of supports with compacted backfill material.
H. Wherever necessary to prevent caving, the trench shall be adequately supported as
required by the Drawings and Specifications.
I. The Contractor is entirely responsible for assuring that trenches are adequately supported
to protect both the workers and the public.
J. Use of Trench Shields/Trench Boxes:
(1) Make trench excavations of sufficient width to allow shield to be lifted or pulled feely,
without damage to the trench sidewalls.
(2) Move trench shields so that pipe, and backfill materials, after placement and
compaction, are not damaged or disturbed, or the degree of compaction reduced.
(3) When required, place, spread, and compact pipe foundation and bedding materials
beneath the shield.
(4) For backfill above bedding, lift the shield as each layer of backfill is placed and spread.
(5) Place and compact backfill materials against undisturbed walls and foundation.
(6) Maintain trench shield in position to allow sampling and testing to be performed in a
safe manner.
(7) Contractor shall provide trench shield for Owner's tests within the trench as required
in paragraph 3.11.13
3.5 HANDLING EXCAVATION MATERIALS
A. Use only excavated materials which are suitable as defined in this Section and conforming to
Section 02320 — Utility Backfill Materials.
B. Place material suitable for backfilling in stockpiles at a distance from the trench to prevent
slides or cave-ins.
C. Do not place stockpiles of excess excavated materials on streets and adjacent properties.
D. Protect excess stockpiles for use on site.
E. Maintain site conditions in accordance with Section 01500—Temporary Facilities and
Controls.
3.6 TRENCH FOUNDATION
A. The trench shall be excavated to an even grade so that the bottom of the pipe will rest on
the bottom of the trench over the entire length of the pipe.
B. Any part of the trench excavated below grade shall be corrected by filling with approved
material and compacting thoroughly.
C. If ledge rock, rock fragments, or other unyielding material is encountered in the bottom of
the trench, it shall be removed to a depth of six (6) inches below grade, refilled with
selected material, and thoroughly compacted.
D. Bell holes of ample dimensions shall be dug at each joint to permit the jointing of pipe to be
made properly, and of sufficient depth to prevent the bell of the pipe from resting on
undisturbed materials.
3.7 GROUNDWATER CONTROL
A. Should ground water become an issue, refer to Section 02240 — Dewatering.
B. Provide a stable trench to allow installation in accordance with the Specifications.
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3.8 PIPE EMBEDMENT, PLACEMENT AND COMPACTION
A. Immediately prior to placement of embedment materials, the bottoms and sidewalls of
trenches shall be free of loose, sloughing, caving, or otherwise unsuitable soil.
B. Place embedment including bedding, haunching, and initial backfill as shown on the
Drawings.
C. For pipe installation, manually spread embedment materials around the pipe to provide
uniform bearing and side support when compacted.
D. Do not allow materials to free -fall from heights greater than twenty-four (24) inches above
top of pipe.
E. Perform placement and compaction directly against the undisturbed soils in the trench
sidewalls, or against sheeting which is to remain in place.
F. Do not place trench shields or shoring within height of the embedment zone unless means
to maintain the density of compacted embedment material are used.
G. If moveable supports are used in embedment zone, lift the supports incrementally to allow
placement and compaction of the material against undisturbed soil.
H. Do not damage coatings or wrappings of pipes during backfilling and compacting operations.
I. When embedding coated or wrapped pipes, do not use crushed stone or other sharp,
angular aggregates
J. Place haunching material manually around the pipe and compact it to provide uniform
bearing and side support.
K. If necessary, hold small -diameter or lightweight pipe in place with sand bags or other
suitable means during compaction of haunch areas and placement beside the pipe.
L. Shovel in -place and compact embedment material using pneumatic tampers in restricted
areas, and vibratory -plate compactors or engine -powered jumping jacks in unrestricted
areas.
M. Compact each lift before proceeding with placement of the next lift.
N. Water tamping and water jetting are not allowed.
0. For flowable fill, such as cement stabilized backfill, vibrate flowable backfill with concrete
vibrator to consolidate material under haunches.
P. Install specified location tape and wire as shown on the drawings and per paragraphs 2.3.A
and 2.3.13.
3.9 TRENCH ZONE BACKFILL, PLACEMENT AND COMPACTION
A. Place backfill for pipe or conduits and restore as soon as practicable.
B. Leave only the minimum length of trench open as necessary for construction.
C. Maximum allowed open trench is limited to 200 feet unless otherwise approved by the
Owner.
D. Where damage to completed pipe installation work is likely to result from withdrawal of
sheeting, leave the sheeting in place.
(1) Cut off sheeting two (2) feet or move above the crown of the pipe.
(2) Remove trench supports within five (5) feet from the ground surface.
E. Place trench zone backfill in lifts and compact by methods selected by the Contractor.
F. Fully compact each lift before placement of the next lift.
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G. Cement Stabilized Backfill/Lean Concrete Backfill:
(1) Place in depths as shown on plans.
(2) Use vibratory equipment to ensure placement under the haunches of the pipe.
(3) Backfilling of the remaining trench depth after cement stabilized backfill has been
placed shall not commence until the in -place cement stabilized backfill has attained a
penetration resistance reading of at least thirty (30) when measured with a soil
penetrometer according to ASTM D 1558 and using a one -tenth square inch needle.
(4) This equates to a penetration resistance of approximately 300 pounds per square inch.
(5) This is not a strength requirement of the cement -stabilized backfill, but a measure of
the degree of curing of the cement stabilized backfill.
(6) After a penetrometer reading of 30 is obtained on the cement stabilized backfill, then
compacted backfill operations may commence.
(7) The Contractor shall furnish and have on site a calibrated ASTM D 1558 soil
penetrometer with one -tenth square inch needle.
(8) The Contractor shall take no less than four (4) penetrometer readings, equally spaced
on both sides of the pipe (8 readings total) in accordance with ASTM D 1558, for each
day's trench length that is planned for controlled density backfill operations.
(9) Such readings shall be taken prior to commencing backfill operations.
H. Bedding Material:
(1) Sand bedding shall be loosely placed in trench as shown on the Drawings.
I. Gravel Embedment:
(1) Place in depths as shown on plans
(2) Use vibratory equipment or shovel slicing to ensure placement under the haunches of
the pipe.
J. Native Material/Borrow Material (Pipe Installation):
(1) Maximum lift thickness determined by Contractor to achieve uniform placement and
required compaction, but not exceeding eight (8) inches.
(2) Compaction by trench sheep's foot or by vibratory equipment to provide backfill
densities at least equivalent to the surrounding undisturbed material or ninety-five
(95) percent of the maximum dry density determined according to ASTM D 698.
(3) Use of vibratory equipment limited as specified in paragraph 2.1.
(4) Moisture content within two (2) percent of optimum determined according to ASTM D
698.
K. Topsoil:
(1) Maximum lift thickness determined by Contractor to achieve uniform placement and
required compaction, but not exceeding eight (8) inches.
(2) Compaction by trench sheep's foot or by vibratory equipment to provide backfill
densities at least equivalent to the surrounding undisturbed material or ninety-five
(95) percent of the maximum dry density determined according to ASTM D 698.
(3) Use of vibratory equipment limited as specified in paragraph 2.1.
(4) Moisture content within two (2) percent of optimum determined according to ASTM D
698.
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3.10 MANHOLES, JUNCTION BOXES, AND OTHER PIPELINE STRUCTURES
A. Meet the requirements of adjoining utility installations for backfill of pipeline structures, as
shown on the Drawings.
3.11 FIELD QUALITY CONTROL
A. Test for material source qualifications as defined in Section 02320 — Utility Backfill Materials.
B. Provide excavation and trench safety systems at locations and to depths required for testing
and retesting during construction at no additional cost to the Owner.
C. Tests will be performed by the Contractor on a minimum of three (3) different samples of
each material type for plasticity characteristics, in accordance with ASTM D 4318, and for
gradation characteristics, in accordance with Tex-101-E and Tex-110-E. Additional
classification tests will be performed whenever there is a noticeable change in material
gradation or plasticity.
D. At least three (3) tests for moisture -density relationships will be performed initially for
backfill materials in accordance with ASTM D 698. Additional moisture -density relationship
tests will be performed whenever there is a noticeable change in material gradation or
plasticity.
E. The Contractor shall perform in -place density tests of compacted pipe foundation,
embedment, and trench zone backfill soil materials will be performed according to ASTM D
1556, or ASTM D 2922 and ASTM D 3017, and at the following frequencies and conditions.
F. A minimum of one test for every 200 linear feet of compacted trench zone backfill material
for each compacted layer.
G. Density tests will be distributed around the placement areas. Placement areas are
foundation, bedding, haunching, initial backfill, and trench zone.
H. The number of tests will be increased if compacting effort is variable and not considered
sufficient to attain uniform density, as specified.
I. Density tests may be performed at various depths below the fill surface by pit excavation.
Material in previously placed lifts may therefore be subject to acceptance/rejection.
J. Two (2) verification tests will be performed adjacent to in -place tests showing density less
than the acceptance criteria. Placement will be rejected unless both verification tests show
acceptable results.
K. Recompacted placement will be retested at the same frequency as the first test series,
including verification tests.
L. Recondition, recompact, and retest at Contractor's expense if tests indicate Work does not
meet specified compaction requirements. For hardened cement stabilized backfill with
nonconforming density, core and test for compressive strength at Contractor's expense.
M. Acceptability of crushed rock compaction will be determined by inspection.
3.12 DISPOSAL OF EXCESS MATERIAL
A. Dispose of excess materials in accordance with requirements of Section 01576 —Waste
Material Disposal.
END OF SECTION
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SECTION 02320 UTILITY BACKFILL MATERIALS
PART 1 GENERAL
1.1 SUMMARY
A. This Section of the specification covers materials related to the backfill of utilities.
B. Section Includes:
(1) "Concrete" sand (for use as pipe bedding).
(2) Native soil materials.
(3) Topsoil.
(4) Crushed stone.
(5) Cement stabilized backfill.
C. Related Sections:
(1) Drawings and General Provisions of the Contract, including General and
Supplementary Conditions and other Division 1 specification sections apply to this
section.
(2) Section 01300—Submittal Procedures
(3) Section 01400 — Quality Requirements
(4) Section 02317 — Excavation and Backfill for Utilities.
1.2 DEFINITIONS
A. Refer to Section 02317 — Excavation and Backfill for Utilities.
1.3 REFENCES
A.
ASTM C 33 — Specification for Concrete Aggregate.
B.
ASTM C 40 — Test Method for Organic Impurities in Fine Aggregates for Concrete.
C.
ASTM C 123 —Test
Method for Lightweight Pieces in Aggregate.
D.
ASTM C 131—
Test Method for Resistance to Degradation of Small -Size Coarse Aggregate by
Abrasion and
Impact in the Los Angeles Machine.
E.
ASTM C 136 —
Test Method for Sieve Analysis of Fine and Coarse Aggregates.
F.
ASTM C 142 —Test
Method for Clay Lumps and Friable Particles in Aggregates.
G.
ASTM D 698 —Test
Method for Laboratory Compaction Characteristics of Soil Using
Standard Effort
(12,400 ft-Ib/ft3).
H.
ASTM D 1140
— Test Method for Amount of Materials in Soils Finer Than Number 200 Sieve.
I.
ASTM D 2487
— Classification of Soils for Engineering Purposes (Unified Soil Classification
System).
J.
ASTM D 2488
— Standard Practice for Description and Identification of Soils (Visual -Manual
Procedure).
K.
ASTM D 4318
—Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils.
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L. ASTM D 4643 — Method for Determination of Water (Moisture) Content of Soil by the
Microwave Oven Method.
M. TxDOT Tex-101-E — Preparation of Soil and Flexible Base Materials for Testing.
N. TxDOT Tex-104-E —Test Method for Determination of Liquid Limit of Soils (Part 1).
0. TxDOT Tex-106-E — Test Method — Methods of Calculating Plasticity Index of Soils.
P. TxDOT Tex-110-E — Determination of Particle Size Analysis of Soils.
1.4 SUBMITTALS
A. Conform to Section 01300 — Submittal Procedures.
B. Submit a description of source, material classification and product description, production
method, and application of backfill materials.
C. Submit test results for samples of off -site backfill materials.
D. For each delivery of material, provide a delivery ticket which includes source location.
1.5 TESTS
A. Perform tests of sources for off -site backfill material.
B. Verification tests of backfill materials may be performed by the Owner, at the Owner's
expense; however, failing tests will be charged to the Contractor.
PART 2 PRODUCTS
2.1 MATERIAL DESCIRPTIONS
A. "Concrete" Sand
(1) Coarse -grained, well -graded, sand (natural, manufactured, or a combination of both)
conforming to requirements of ASTM C 33.
(2) Gradation shall conform to ASTM C 136 and the following limits.
Sieve
Percent Passing
3/8"
100
No. 4
95 to 100
No. 8
80 to 100
No. 16
50 to 85
No. 30
25 to 60
No. 50
10 to 30
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No. 100 2 to 10
B. Native Soil Material for Backfill
(1) Provide backfill material that is free of stones greater than six (6) inches, free of roots,
waste, debris, trash, organic material, unstable material, non -soil matter, hydrocarbons,
or other contamination.
C. Topsoil
(1) Provide topsoil material that is free of stones greater than three (3) inches, free of roots,
waste, debris, trash, organic matter, unstable material, non -soil matter, hydrocarbons,
or other contamination.
(2) Surface should be made clear of rock and other debris before planting.
(3) Use top two (2) feet of excavated material for topsoil backfill. This material shall be set
aside to prevent mixing with other excavated material. Topsoil is only required in non -
paved areas.
D. Gravel Embedment
(1) Gravel embedment shall be free of waste, trash, debris, organic material, unstable
material, and other non -gravel matter.
(2) Provide gravel embedment that meets the following gradation requirements:
Sieve
Percent Retained
3/8"
0
No. 4
5 to 15
No. 10
50 to 90
No. 40
90 to 100
(3) A minimum of four inches of gravel embedment will be placed under the pipe. This
material will be used for backfill to the top of the pipe. This material MUST be shovel
sliced to the haunch of the pipe and mechanically tamped to midpoint of the pipe.
E. Cement Stabilized Backfill
(1) Cement Content — 2 sack mix per cubic yard.
(2) Water/Cement Ratio — 0.60.
(3) Maximum aggregate size shall not exceed one and one half (1.5) inch diameter for
backfilling pipe sizes forty-eight (48) inches and greater in diameter.
(4) Maximum aggregate size shall not exceed one (1) inch diameter for backfilling sizes less
than forty-eight (48) inches in diameter.
2.2 MATERIAL TESTING
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A. Ensure that material selected, produced, and delivered to the project meets applicable
specifications and is of sufficiently uniform properties to allow practical construction and
quality control.
B. Source or Supplier Qualification: Perform testing, or obtain representative tests by
suppliers, for selection of material sources and products. Provide test results for a minimum
of three (3) samples for each source and material type. Tests samples of processed
materials from current production representing material to be delivered. Tests shall verify
that the materials meet specification requirements. Repeat qualification test procedures
each time the source characteristic changes or there is a planned change in source location
or supplier. Qualification tests shall include, as applicable:
(1) Gradation: Complete sieve analyses shall be reported regardless of the specified control
sieves. The range of sieves shall be from the largest particle through the No. 200 sieve.
(2) Plasticity of material passing the No. 40 sieve.
(3) Clay lumps.
(4) Lightweight pieces.
(5) Organic impurities.
C. Production Testing: Provide reports to the Engineer from an independent testing laboratory
that backfill materials to be placed in the Work meet applicable specification requirements.
D. Native material requires testing only when questionable material is encountered.
PART 3 EXECUTION
3.1 SOURCES
A. Use of material encountered in the trench excavations is acceptable, provided applicable
specification requirements are satisfied. If excavation material is not acceptable, provide
from other approved source. Top two (2) feet of excavated material shall be used as topsoil.
B. Identify off -site sources for backfill material at least fourteen (14) days ahead of intended
use so that the Engineer may obtain samples from verification testing.
C. Obtain approval for each material source by the Engineer before delivery is started. If
sources previously approved do not produce uniform and satisfactory products, furnish
materials from other approved sources. Materials may be subjected to inspection or
additional verification testing after delivery. Materials which do not meet the requirements
of the specifications will be rejected. Do not use material which, after approval, has become
unsuitable for use due to segregation, mixing with other materials, or by contamination.
Once a material is approved by the Engineer, expense for sampling and testing required to
change to a different material will be at the Contractor's expense with no additional cost to
the Owner.
3.2 MATERIAL HANDLING
A. Establish temporary stockpile locations as practical for material handling and control.
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B. Cement stabilized backfill shall be consolidated upon placement by using concrete vibrators
to ensure filling of voids, filling around and under haunches of pipe and filling of spaces
between corrugations. Vibration shall not be applied to the utility pipe itself.
3.3 FIELD QUALITY CONTROL
A. Quality Control
(1) The Engineer may sample and test backfill at:
i. Sources including borrow pits, production plants, and
Contractor's designated off -site stockpiles.
ii. On -site stockpiles.
iii. Materials placed in the Work.
(2) The Engineer may resample material at any stage of work or location if changes in
characteristics are apparent.
B. Production Verification Testing: The Owner's testing laboratory will provide verification
testing on backfill materials, as directed by the Engineer. Samples may be taken at the
source or at the production plant, as applicable. Contractor shall cooperate with the Owner
and Engineer in allowing access to materials.
END OF SECTION
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SECTION 02445 BORING AND ENCASING
PART 1 GENERAL
1.1 WORK COVERED BY CONTRACT DOCUMENTS
A. The section covers utility bores and placing steel encasement in open cut trenches.
B. The encasement will be installed at the locations indicated on the attached plans.
C. The contractor will be responsible for providing all labor, materials, equipment and
incidentals necessary to accomplish the following:
(1) Construction of the bore and bore pits or trench cut.
(2) Installing the appropriate steel casing.
(3) Installing the water supply pipe in the steel casing using the pipe manufactures
recommended practices.
(4) Backfill all excavations.
(5) All traffic barricading and control.
(6) All trench safety requirements.
(7) Implementing a best management plan for the control of storm water runoff
1.2 CONTRACTOR USE OF SITE
A. Limit use of site to allow:
(1) Owner occupancy.
(2) Contractor.
B. Coordinate use of site under direction of Owner's Representative.
C. Execute Work in a coordinated manner to avoid conflicts with Owner's operations or other
Contractors.
D. Move any stored products under Contractor's control, which interfere with operations of
(1) Owner.
E. Assume full responsibility for the protection and safekeeping of products furnished under
this contract, stored on or off the site.
1.3 WORK SEQUENCE
A. Construct Work to accommodate Owner's occupancy requirements during the construction
period.
B. Sequence and schedule shall balance Owner's occupancy and the requirements of adjacent
utility work and construction schedules of other government agencies, however,
Contractor's coordination for construction schedule and operations shall be with the
Engineer or the Owner's Representative only.
1.4 SUBMITTALS
A. Provide written plan with methods and materials to be used in bore and casing process.
B. Provide shop drawings or manufacturer literature for casing spacers; include drawings of
proposed locations within pipe casing.
1.5 STANDARDS
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A. All work shall be accomplished in accordance with the following standards:
(1) AWWA C-206 "Field Welding of Steel Water Pipe"
(2) AWWA C-210 "Liquid Epoxy Coating Systems for the Interior and Exterior of Steel Water
Pipelines"
(3) AASHTO M-190 "Bituminous Coated Corrugated Metal Culvert Pipe and Pipe Arches"
(4) AASHTO Standard Specifications for Highway Bridges, 1993.
(5) ASTM A-36 "Carbon Structural Steel"
(6) ASTM A-123 "Zinc (Hot Dipped Galvanized) Coatings on Iron and Steel Products"
(7) ASTM A-135 "Electric — Resistance — Welded Steel Pipe"
(8) ASTM A-139 "Electric — Fusion (Arc) — Welded Steel Pipe" (NPS4 and over)
(9) ASTM A-153 "Zinc (Hot Dipped Galvanized) on Iron and Steel Hardware"
(10)ASTM A-307 "Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength"
(11)ASTM A-449 "Quenched and Tempered Steel Bolts and Studs"
(12)ASTM A-568/M "Steel, Carbon, and High Strength, Low Alloy, Hot -Rolled and Cold -
Rolled for Commercial Quality"
(13)ASTM C-76 "Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe"
(14)ASTM D-4254 "Test Methods for minimum Index Density of Soils and Calculations of
Relative Density"
B. Additional standards contained in the City of Lubbock Public Works Engineering Design
Standards and Specifications handbook also apply.
1.6 QUALITY ASSURANCE
A. Installer's Qualifications
(1) Installers shall be competent and experienced in boring work of equal scope.
(2) Installers shall provide proof of successful, related work experience with references.
B. Job Conditions
(1) Where work is in the right-of-way of any government or corporate jurisdiction, the
Owner will secure the appropriate permits or easements. The Contractor shall observe
regulations, instructions and limitations of each right-of-way owner. Coordination shall
be through Owner's representative.
(2) Excavated material shall be kept off of roads and railroad tracks at all times.
(3) No blasting is allowed at any time.
(4) The Contractor shall protect existing pipelines and utilities. The Contractor shall verify
location and elevation of all pipelines, power lines and communication cable in the
construction area prior to execution. Verification of existing pipe and cable utilities shall
be the sole responsibility of the Contractor.
1.7 OWNER OCCUPANCY
A. Cooperate with Owner to minimize conflict, and to facilitate Owner's and other Contractor's
operation.
B. Schedule the Work to accommodate this requirement.
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PART 2 PRODUCTS
2.1 STEEL CASING
A. Steel casing pipe shall have a minimum yield strength of 36 ksi. Casing shall meet ASTM A-
36, ASTM A-568, ASTM A-135, ASTM A-139 or approved equal.
B. The steel casing shall be new, free of any structural defects such as cracks, dents, bends or
heavy rust. Used Casing may be used with the Owners Representative approval and
inspection. Casing joints shall be fillet welded according to ASTM C-206.
2.2 CASING SPACERS
A. Casings spacers shall be sized according to the plans with steel casing to clear the bell and
not center the line vertically within the casing.
B. Approved casing spacers include:
(1)
Advance Products
(2)
BMW
(3)
Cascade
(4)
CCI Pipeline
(5)
Culpico
(6)
PSI
C. Other casing spacers maybe used with approval from the Owner Representative or the
Engineer.
2.3 JOINT RESTRAINT
A. Uncased pipe bores are permitted with Engineer's approval.
B. Approved joint restraint devices which prevent over -insertion:
(1) EBAA Mega -Stop (for push direction only)
(2) CertainTeed Certa-Lok
(3) Other over -insertion protection devices must be submitted prior to approval.
C. Contractor shall provide joint restraint materials and methods which do not conflict with
pipe spacers.
D. All uncased bore methods require Contractor to submit joint restraint manufacturer's
literature for Engineer's approval.
PART 3 EXECUTION
3.1 BORES
A. Boring shall proceed from the low or downstream end of crossing unless otherwise specified
or instructed.
B. Water used for lubrication of cuttings in conjunction with boring operations shall be
permitted. Jetting shall be prohibited.
C. All bores under existing paving will be subject to the following precautions:
(1) Auger Boring —Auger boring shall use a pilot hole to set precise, clear auger path.
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(2) Wet (Slick) Boring — Under highway and arterial street pavement, the use of wet boring
techniques shall be subject to the approval of the Engineer on a case -by -case basis.
(3) Impact Moling — Impact moling shall be used only for bore sizes 3" in diam. and smaller.
Impact moling may be used for drilling pilot holes.
(4) Pipe Jacking or Ramming — Continue jacking process to completion once it has begun to
prevent the pipe from becoming firmly set in the embankment.
(5) Microtunneling — Remote tunneling trenchers are allowed within the constraints and
operational limitations set by manufacturer.
D. Contractor shall be fully responsible to insure the boring methods used are safe and
adequate for workers, installed pipe, property, the public, adjacent utilities and other site
conditions.
E. The bore must be at or near level. A tolerance of 1/2 % grade either positive or negative will
be allowed.
F. Contractor is responsible for removing all excavated material.
G. Contractor shall be responsible for trench safety and all traffic control requirements.
H. After installing the water pipe in the encasement the ends of the encasement must be
sealed to prevent soil creep into the pipe.
3.2 PIPE INSTALLATION
A. Contractor shall use approved joint restraint devices for pipe within casing.
B. Contractor shall use approved spacers as specified to install pipe in casing.
3.3 OPEN TRENCH ENCASEMENT
A. The water distribution pipe shall be installed in the same manner as the encased bores. The
cost of installing the carrier pipe will include any appurtenances needed to protect the pipe
as per manufacture recommendation.
B. The ends of the encasement shall be sealed after the carrier pipe is installed.
END OF SECTION
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SECTION 02626 STEEL PIPE
PART 4 GENERAL
4.1 WORK INCLUDED
A. Furnish labor, materials, equipment and incidentals necessary to install steel pipe, fittings,
and specials as specified, including connections and appurtenances, as required for the
proper installation and function of the pipe as indicated herein.
B. The pipeline coating and lining shall be as specified herein and in Section 09960 "High -
Performance Coatings."
(1) Coating: The standard pipe coating shall be epoxy coating. Where indicated on the
Drawings, polyurethane coating, mortar coating, or bare steel pipe with concrete
encasement shall be used.
(2) Lining: The standard pipe lining shall be epoxy lining. Where indicated on the Drawings,
mortar lined steel pipe shall be used.
C. The pipeline shall be suitable to carry potable water treated with chloramines or gaseous
chlorine to maintain a disinfectant residual.
1.2 QUALITY ASSURANCE
A. Experience Requirements:
(1) Pipe shall be the product of one manufacturer who has had not less than 5 years
successful experience manufacturing pipe of the particular type and size indicated. Pipe
manufacturing operations (pipe, lining, and coating) shall be performed at one location
unless otherwise approved by the Engineer. Fittings may be manufactured at an
alternate location, provided they are supplied under the responsible authority of the
Pipe Manufacturer. All pipe shall be new and not supplied from inventory. All pipe and
fittings shall be manufactured in the Continental U.S.A., and shipping over salt
waterways will not be allowed.
(2) The Manufacturer shall be certified either under S.P.F.A. or ISO 9001 quality certification
program for steel pipe and accessory manufacturing.
(3) Approved manufacturers include Hanson Pipe, Northwest Pipe, American Spiral Weld,
Ameron, Mid —America, and Jifco. No other Suppliers will be allowed.
B. Owner Testing and Inspection:
(1) Pipe will be subject to inspection by an independent testing laboratory, which
laboratory shall be selected and retained by the Owner. Representatives of the
laboratory or the Engineer shall have access to the Work whenever it is in preparation
or progress, and the Pipe Manufacturer shall provide proper facilities for access and for
inspection. The Pipe Manufacturer shall notify the Owner in writing, a minimum of 2
weeks prior to the pipe fabrication so that the Owner may advise the Manufacturer as
to the Owner's decision regarding tests to be performed by an independent testing
laboratory. Material, fabricated parts, and pipe, which are discovered to be defective, or
which do not conform to the requirements of this specification shall be subject to
rejection at any time prior to Owner's final acceptance of the product.
(2) The inspection and testing by the independent testing laboratory anticipates that
production of pipe shall be done over a normal period of time and without "slowdowns"
or other abnormal delays. In the event that an abnormal production time is required,
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and the Owner is required to pay excessive costs for inspection, then the Contractor
shall be required to reimburse the Owner for such laboratory costs over and above
those which would have been incurred under a normal schedule of production as
determined by the Engineer.
C. Factory Testing:
(1) The Manufacturer shall perform all tests as required by the applicable AWWA standards
and as listed herein.
(2) Cement Mortar Lining: Shop -applied cement mortar linings shall be tested in accordance
with AWWA C205 and as specified in Section 09960 "High -Performance Coatings."
(3) Coating: The pipe coating shall be tested as specified in Section 09960 "High -
Performance Coatings."
(4) Hydrostatic Pressure Testing and Welding Testing:
(a) Each joint of pipe shall be hydrostatically tested prior to application of lining or
coating. The internal test pressure shall be that which results in a fiber stress equal
to 75 percent of the minimum yield strength of the steel used. Each joint of pipe
tested shall be completely watertight under maximum test pressure. As a part of
testing equipment, the Pipe Manufacturer shall maintain a recording pressure
gauge, reference number of pipe tested, etc. The pipe shall be numbered in order
that this information can be recorded.
(b) Fittings shall be fabricated from hydrostatically tested pipe. All welds on fittings
shall be tested by hydrostatic test, ultrasonic test, air test, or magnetic particle test.
Air test shall be made by applying air to the welds at 10 pounds per square inch
pressure and checking for leaks around and through welds with a soap solution. In
addition, 5 percent of welds on fittings shall be checked with x-ray or ultrasonic
testing by an independent certified welding inspector paid for by the Pipe
Manufacturer.
(5) Charpy V-Notch Test: Each heat of steel for plates or coil used for pipe barrels 0.25
inches and thicker shall be tested to verify minimum impact values of 25 ft-lb at 30 F in
accordance with ASTM A370.
(6) Elongation: For the tensile test specified in ASTM A370, 2-inch test pecimens shall show
elongations not less than 22 percent for each heat of steel.
(7) Mill Certification: The Owner will require the Manufacturer to furnish mill test
certificates on reinforcing steel or wire, steel plate, steel coil, and cement. The
Manufacturer shall perform the tests described in AWWA C200, for all pipe, fittings, and
specials.
D. Manufacturer's Technician for Pipe Installation:
(1) During the construction period, the Pipe Manufacturer shall furnish the services of a
factory trained, qualified, job experienced technician to advise and instruct as necessary
in pipe laying and pipe jointing. The technician shall assist and advise the Contractor in
his pipe laying operations and shall instruct construction personnel in proper joint
assembly and joint inspection procedures. The technician is not required to be on -site
full time; however, the technician shall be on -site during the first 2 weeks of pipe laying
and thereafter as requested by the Engineer, Owner, or Contractor.
(2) The Pipe Manufacturer shall provide services of the Coating Manufacturer's
representative and the Heat Shrink Joint Manufacturer's representative for a period of
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not less than 2 weeks at the beginning of actual pipe laying operations to advise Pipe
Manufacturer, Contractor and Owner regarding installation, including but not limited to,
handling and storage, cleaning and inspecting, coating repairs, field applied coating,
heat shrink joint installation procedures and general construction methods and how
they may affect the pipe coating. The Manufacturer's representative shall be required to
return if, in the opinion of the Engineer, the coating or the Contractor's construction
methods do not comply with the Specifications. Cost for the Manufacturer's
representatives to return to the Site shall be at no additional cost to the Owner.
1.3 1.03 SUBMITTALS
A. A. Submittals shall be in accordance with Section 01300 "Submittal Procedures" and shall
include:
(1) 1. Shop Drawings:
(a) Prior to the fabrication of the pipe, submit fabrication and laying drawings to the
Engineer. Shop Drawings shall include a schematic location profile and a tabulated
layout schedule, both of which shall be appropriately referenced to the stationing of
the proposed pipeline as shown on the plan and profile sheets. Shop Drawings shall
be based on the drawings and Specifications and shall incorporate changes
necessary to avoid conflicts with existing utilities and structures. Shop Drawings
shall also include full details of reinforcement, and dimensions for pipe and fittings.
Details for the design and fabrication of all fittings, specials, and provisions for
thrust restraint shall be included.
(b) Where welded joints are required, Shop Drawings shall include:
(i) Welding requirements.
(c) 2). Location and dimension of all additional outlets required by the Contractor to
install welds.
(2) 2. Certificate of Adequacy of Design: Prior to shipment of the pipe, the Contractor/Pipe
Manufacturer shall submit an affidavit certifying that the pipe, fittings, specials, and
other products and materials furnished, comply with this Specification, Drawings, and
the applicable requirements of AWWA C200, AWWA C205, AWWA C215, AWWA C222.
(3) 3. Certified Test Reports: a. Submit the following Certified Test Reports prior to
shipment of the pipe:
(a) 1). Copies of results of factory hydrostatic tests and test of fittings.
(b) 2). Mill certificates, including chemical and physical test results for each heat of
steel, charpy v-notch tests, and elongation tests.
(c) 3). A Certified Test Report from the Coating Manufacturer indicating that the
coatings were applied in accordance with manufacturer's requirements and in
accordance with this Specification on all pipe, fittings and joints made in the factory.
(d) 4). Certified Test Reports for welder certification for factory and field welders.
(e) 5). Certified Test Reports for factory welds of fittings from an independent Certified
Welding Inspector paid for by the Pipe Manufacturer.
(f) 6). Certified Test Reports for cement mortar tests.
(4) 4. Record Data:
(a) a. Before pipe installation begins:
(i) 1). Provide copies of "Release for Manufacture" layout sheets.
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(ii) 2). Provide copies of all design calculations.
(iii) 3). Where welded joints are required, provide the Contractor's Proposed Field
Welding Procedure in accordance with this Specification, AWWA C206 and AWS
D1.1. The Field Welding Procedure shall include provisions for thermal stress
control and provisions for control of coating damage.
(b) b. During pipe installation:
(i) 1). Provide copies of agreed written method for taking pipe deflection
measurements and format of deflection report.
(i i) 2). Submit deflection report on a monthly basis.
(iii) 3). Where welded joints are required: Daily welding reports for field welding
showing welder and joint welded shall be submitted by the tenth day of each
month.
(c) c. After pipe installation:
(i) 1). The Pipe Manufacturer shall provide AutoCad drawings of the pipe plan and
profile layout sheets showing each joint of pipe and all appurtenances to the
same coordinate system as used on the Drawings.
(i i) 2). After construction, the Contractor shall provide Record Data showing top -of
pipe survey every 100 feet along the pipeline. Survey shall include location of all
valves, fittings, and appurtenances.
1.4 1.04 STANDARDS
A. Except as modified or supplemented herein, the steel pipe, coatings, linings, fittings, and
specials shall conform to the applicable requirements of the following standards and
specifications, latest edition:
ANSI/NSF
Standard 61
AWS D1.1
Structural Welding Code
AWWA C200
Steel Water Pipe — 6 In. (150 MM) and Larger
AWWA C205
Cement Mortar Protective Lining and Coating for Steel Water Pipe
4 In. (100 mm) and Larger —Shop Applied
AWWA C206
Field Welding of Steel Water Pipe
AWWA C207
Steel Pipe Flanges for Waterworks Service Sizes 4 In. Through 144
In. (100 mm Through 3600 mm)
AWWA C208
Dimensions for Steel Water Pipe Fittings
AWWA C210
Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel
Water Pipelines
AWWA C215
Extruded Polyolefin Coatings for Exterior of Steel Water Pipelines
AWWA C216
Heat Shrinkable Cross -Linked Polyolefin Coatings for the Exterior
of Special Sections, Connections, and Fittings for Steel Water
Pipelines
AWWA C217
Petrolatum and Petroleum Wax Tape Coatings for the Exterior of
Connections and Fittings to Steel Water Pipelines
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AWWA C222
Polyurethane Coatings for the Interior and Exterior of Steel Water
Pipelines and Fittings
AWWA C602
Cement -Mortar Lining of Water Pipelines In Place - 4 In. (100 mm)
and Larger
AWWA M11
Manual: Steel Pipe - A Guide for Design and Installation
AWWA C604
Installation of Steel Water Pipe —4 In. and Larger ASME Shop
Welding Certification
ASTM A370
Standard Test Method and Definitions for Mechanical Testing of
Steel Products
ASTM C33
Standard Specification for Concrete Aggregates
ASTM C35
Standard Specification for Inorganic Aggregates for Use in Gypsum
Plaster
ASTM C150
Standard Specification for Portland Cement
ASTM D16
Standard Terminology for Paint, Related Coatings, Materials and
Applications
ASTM D522
Standard Test Methods for Mandrel Bend Test of Attached Organic
Coatings
ASTM E165
Standard Practice for Liquid Penetrant Examination for General
Industry
ASTM E709
Standard Guide for Magnetic Particle Testing
ASTM E1444
Standard Practice for Magnetic Particle Testing
SSPC-SP-1
SSPC-SP-10
Near -White Blast Cleaning
SSPC-PA2
SSPC-PA/Guide 3
A Guide to Safety in Paint Application
SSPC-PS/Guide 17
A Guide for Selecting Urethane Painting Systems
1.5 1.05 DELIVERY AND STORAGE
A. A. Packing:
(1) 1. The pipe shall be prepared for shipment to afford maximum protection from normal
hazards of transportation and allow pipe to reach the Site in an undamaged condition.
Pipe damaged in shipment shall not be delivered to the Site unless such damaged pipe is
properly repaired.
(2) 2. After the completed pipe and fittings have been removed from the final cure at the
manufacturing plant, the pipe lining shall be protected from drying by means of plastic
end covers banded to the pipe ends. Covers shall be maintained over the pipe ends at all
times until ready to be placed in the trench. Moisture shall be maintained inside the
pipe by periodic addition of water as necessary.
(3) 3. Pipes shall be carefully supported during shipment and storage. Pipe, fittings, and
specials shall be separated so that they do not bear against each other, and the whole
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load shall be securely fastened to prevent movement in transit. Ship pipe on padded
bunks with tie -down straps approximately over stulling. Store pipe on padded skids,
sand or dirt berms, tires, or other suitable means to protect the pipe from damage. As a
minimum, each end of each length of pipe, fitting, or special and the middle of each
pipe joint shall be internally supported and braced with stulls to maintain a true circular
shape. More internal stulls shall be included to protect the pipe, lining, and coating from
damage as determined by the Pipe Manufacturer. Internal stulls shall consist of timber
or steel firmly wedged and secured so that stulls remain in place during storage,
shipment, and installation. Pipe and liner shall be protected from damage from stulls
using shaped wood pads or similar devices. Stulls shall not be welded directly to the
pipe except at the end of the pipe where the lining is held back. Pipe shall be rotated so
that one stull remains vertical during storage, shipment and installation. Stulls shall not
be removed until the pipe is laid, set to grade, and backfilled.
(4) 4. Deliver, handle, and store pipe in accordance with the Manufacturer's
recommendations and in accordance with Paragraph 3.01.C.
B. B. Marking for Identification: Each joint of pipe and each fitting shall have plainly marked on
the inside of both ends, the class for which it is designed, the date of manufacture, and the
identification number as shown on the Shop Drawings. Beveled pipe shall be marked with
the amount of bevel. The top centerlines shall be marked on all specials.
C. C. Point of Delivery:
(1) 1. Pipe shall be hauled direct from pipe plant to the Site and strung along pipeline route,
thus avoiding re -handling of pipe and the possibility of damage thereto. Where fully
loaded truck and trailer cannot operate along the pipeline route, pipe may be unloaded
at access points along the route, and brought to the trench side by approved methods;
however, the Contractor shall be responsible to ensure that pipe is undamaged at the
time of laying.
(2) 2. If the pipe cannot be hauled directly from the pipe plant to the laying site, a
maximum of two handlings is allowed in which case the maximum number of coating
repairs is reduced to five.
(3) 3. Shipment by rail will be unacceptable, unless it can be demonstrated that it will not
damage the pipe.
PART 2 PRODUCTS
2.1 MATERIALS
A. Steel: Steel shall meet the requirements of AWWA C200 and shall be of continuous casting.
(1) Steel shall be homogeneous and shall be suitable for field welding, fully kilned and fine
(2) Austenitic grain size. Steel shall have a minimum yield strength of 42,000 psi.
B. B. Coatings and Linings:
(1) Coatings:
(a) Polyurethane Coating: Polyurethane coating shall be in accordance with Section
09960 "High -Performance Coatings."
(b) Epoxy Coating: Where indicated on the Drawings, and for exposed piping, pipe shall
have an epoxy coating per Section 09960 "High -Performance Coatings."
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(c) Mortar Coating: Mortar coating shall be in accordance with Section 09960 "High -
Performance Coatings."
(2) Linings:
(a) Cement Mortar Lining: 1). Linings shall be shop -applied spun cement mortar lining
for pipe sizes 108 inches and smaller. Shop applied cement mortar linings shall be in
accordance with Section 09960 "High -Performance Coatings" and shall conform to
the requirements of AWWA C205 with the following modifications: Sand used for
cement mortar shall be silica base and shall not leach in water. Curing of the linings
shall conform to the requirements of AWWA C205. Cement mortar linings shall be
dense and smooth without bumps, blisters, ridges, or spalling, to the satisfaction of
the Engineer. All rough spots shall be smoothed out with a rubbing stone, or other
method, to the satisfaction of the Engineer.
(b) Epoxy Lining: Where indicated on the Drawings, at all insulating joints, and at all
above grade piping provide epoxy lining in accordance with Section 09960 "High -
Performance Coatings."
C. Flange Nuts and Bolts: Nuts and Bolts shall be 304 stainless steel. Bolts shall conform to
ASTM A193. Nuts shall conform to ASTM A194. Furnish all bolts, nuts, flange gaskets, and
insulation kits. Use anti -seize compound during installation of all nuts and bolts. Thrust rods
shall be carbon steel conforming to ASTM A193.
D. Threaded Outlets: Where outlets or taps are threaded, furnish and install 304 stainless steel
bushings for the outlet size indicated.
E. Outlets for Weld Leads: The Contractor may use outlets for access for weld leads. Outlets
shall be welded after use. Outlet configuration shall be as shown in the Shop Drawings. The
minimum spacing for outlets for weld leads shall be 500 feet. Outlets through manways, air
valves, and blow offs shall be used for access for weld leads, and shall be included in the
calculation for 500-foot minimum spacing.
F. Flexible Joint Couplings: See Section 15136 "Miscellaneous Valves."
G. Test Bulkheads: Contractor shall furnish test bulkheads in accordance with Section 01666
"Hydrostatic Testing," the Drawings, and as needed to perform field hydrostatic tests.
(1) Each test plug or bulkhead shall be designed to withstand the test pressure on either
side with only atmospheric pressure on the opposite side.
(2) Each test plug or bulkhead specified shall have a 30-inch access manhole in one side of
the plug and a 12-inch flanged outlet on the other side of the plug as shown in the
Drawings.
2.2 MIXES
A. Mortar for Interior and Exterior Joints: Mortar shall be 1 part cement to 2 parts sand.
Cement shall be ASTM C150, Type 1/11. Sand shall be silica base of sharp sand that will not
leach in water. Sand shall be plaster sand meeting ASTM C33. Exterior joint mortar (where
applicable) shall be mixed to the consistency of thick cream. Interior joint mortar shall be
mixed with as little water as possible so that the mortar is very stiff, but workable. Water for
cement mortar shall be treated and suitable for drinking water.
B. Mortar for Pipe Patching for Shop -Applied Cement Mortar Lining: Mortar for patching shall
be as per interior joints.
C. Bonding Agent: Bonding agent for cement mortar lining patching shall be Probond Epoxy
Bonding Agent ET-150, parts A and B; Sikadur 32 Hi -Mod, or approved equal.
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2.3 MANUFACTURED PRODUCTS
A. A. Pipe:
(1) Pipe Design:
(a) Steel pipe shall be manufactured, and tested in conformance with AWWA C200,
AWWA M11, and with the criteria specified herein. Sizes and pressure classes
(working pressure) shall be as shown in the Drawings. For the purpose of pipe
design, the transient pressure plus working pressure shall be 1.5 times the working
pressure class specified. Fittings, specials, and connections shall be designed for the
same pressures as the adjacent pipe. Pipe design shall be based on trench
conditions and the design pressure in accordance with AWWA M11; using the
following parameters:
Note to Specifier: Remove deflection parameter for mortar coated pipe is not used in
project.
• Unit Weight of Fill (W) 130 pcf Live Load
• AASHTO HS 20 at all locations, except at railroads
• Coopers E 80 at Railroads
• Trench Depth As indicated
• Deflection Lag Factor (DI) 1.1
• Coefficient (K) 0.10
• Maximum Calculated Deflection (DX = DY)
2% (Polyurethane, epoxy, or concrete encased Steel Pipe)
• Maximum Calculated Deflection (DX = DY)
1% (Mortar coated pipe, where allowed)
• Soil Reaction Modulus (E')
1500 psi (Typical Granular Embedment Trench Section)
• Soil Reaction Modulus (E')
3000 psi (Flowable Fill or Concrete Encased Trench Section)
(b) The fittings and specials shall be designed in accordance with AWWA C208 and
AWWA M11 except that crotch plates shall be used for outlet reinforcement for all
Pressure Diameter Valves values (PDV), greater than 6000 unless otherwise
specified. Where indicated on the Drawings, collars or wrappers shall be used in lieu
of crotch plates to allow working space and supports. Wrappers and collars shall
meet ASME Standards. As an alternate to crotch plates, collars or wrappers may be
used when designed in accordance with ASME Section Vill, Division 1.
(c) Where the pipe requires additional external support to achieve the specified
maximum deflection, the Contractor and Pipe Manufacturer will be required to
furnish alternate methods for pipe embedment. No additional compensation will be
made to the Contractor by the Owner where this method is required.
(d) Trench depths indicated shall be verified after existing utilities are located. Vertical
alignment changes required because of existing utility or other conflicts shall be
accommodated by an appropriate change in pipe and embedment design depth. In
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no case shall the pipe and embedment system be installed deeper than its design
allows.
(e) Pipe shall be designed for full vacuum conditions without buckling, damage to lining,
or damage to pipe joints.
(2) Provisions for Thrust:
(a) Thrust at valves, bends, tees, or other fittings shall be resisted by restrained joints.
Thrust at bends adjacent to casing shall be restrained by welding joints through the
casing and a sufficient distance each side of the casing. No thrust restraint
contribution shall be allowed for pipe in casing unless the annular space in the
casing is filled with grout.
(b) Restrained joints shall be used a sufficient distance from each side of the valves,
bend, tee, plug, or other fitting to resist thrust which develops at the design
pressure of the pipe. For the purposes of thrust restraint, design pressure shall be
1.5 times the working pressure class. Restrained joints shall consist of welded joints
unless other joint types are shown on the Drawings.
(c) Thrust restraint design shall be the complete responsibility of the Pipe
Manufacturer. The Pipe Manufacturer shall submit thrust calculations with the lay
drawing submittal verifying that the thrust restraint system is adequate to meet the
Pipe Manufacturer's minimum standards, AWWA M11 standards, and these
Specifications, whichever is more stringent. The length of pipe with restrained joints
to resist thrust forces shall be determined by the Pipe Manufacturer in accordance
with AWWA M11 and the following:
(i) The Weight of Earth shall be calculated as the weight of the projected soil prism
above the pipe.
(ii) Assume saturated soil conditions.
1. The soil density shall be reduced to its buoyant weight for all backfill below
the water table. Soil Density 60 pcf (maximum value to be used) Coefficient
of Friction 0.15 (maximum value to be used for polyurethane or Epoxy
coated steel pipe) Coefficient of Friction 0.25 for mortar coated steel pipe
(iii) For horizontal bends, the length of pipe to be restrained shall be calculated as
follows:
1. For 0 less than 60 degrees:
L=2xPxAxsin(02)
fx(We +Wp+Ww)
2. For 0 greater than 60 degrees:
L=PxAx(1—cos0)
f x (We + Wp + Ww)
L = Length of pipe to be restrained
P = 1.5 times working pressure
A = Cross -sectional area of pipe steel cylinder I.D.
0 = Deflection angle
We = Weight of earth prism above the pipe
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Wp = Weight of pipe
Ww = Weight of water
f = Coefficient of friction
(iv) For vertical bends, the length of pipe to be restrained shall be calculated per
AWWA M11.
(3) Inside Diameter: The inside diameter, including the cement mortar lining, shall be a
minimum of the nominal diameter of the pipe specified, unless otherwise indicated on
the Drawings. It is the responsibility of the Contractor to field verify that the nominal
pipe diameter meets specifications before installing the pipe. Contractor shall
coordinate pipe replacement with the Pipe Manufacturer for any pipe not meeting the
specified internal diameter.
(4) Wall Thickness:
(a) The minimum pipe wall steel thickness shall be 0.250 inches or Pipe ID/230,
whichever is greater for pipe and fittings, and a maximum minus tolerance of 0.005
inches per AWWA C200. Where indicated on the Drawings, pipe and fittings shall
have thicker steel pipe wall. The minimum steel wall thickness shall also be such
that the fiber stress shall not exceed 50 percent of the minimum yield strength of
the steel at working pressure, nor the following, at the specified working pressure.
Pipe Type Maximum Stress at Working Pressure:
Polyurethane or Epoxy Coated Steel 21,000 psi
Mortar or Shotcrete Coated Steel Pipe 18,000 psi
(b) Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel
thickness of 0.25 inches or Pipe ID/144, whichever is greater.
(c) Fittings over 15 degrees, pipes with outlets 24-inches in diameter and larger, main
line tees and wyes, and pipe which are above grade or exposed (not in a trench or
casing) shall have the following minimum thickness:
36" Diameter and Smaller 0.25"
37" < Diameter <_ 60" 0.375"
61" < Diameter <_ 84" 0.50"
85" < Diameter <_ 96" 0.625"
97" < Diameter <_ 120" 0.75"
(d) Pipe, fittings, and specials shall be designed such that the maximum stresses in the
pipe due to thrust loading will not exceed 18,000 psi nor 50 percent of the steel
yield strength at the thrust design pressure (1.5 times working pressure).
(5) Seams: Except for mill -type pipe, the piping shall be made from steel plates rolled into
cylinders or sections thereof with the longitudinal and girth seams butt welded or shall
be spirally formed and butt welded. There shall be not more than two longitudinal
seams. Girth seams shall be butt welded and shall not be spaced closer than 6 feet
except in specials and fittings.
(6) Joint Length: Maximum joint length shall not exceed 50 feet. Maximum joint length of
steel pipe installed in casing shall not exceed 25 feet.
B. Joint Bonds, Insulated Connections, and Flange Gaskets: See Section 13110 "Passive
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(1) Cathodic Protection for Underground and Submerged Piping" and Section 15136
"Miscellaneous Valves." All rubber gasket joints shall be bonded for electrical continuity.
C. Bend Fittings: All bend fittings shall have a minimum radius of 2.5 times the diameter to
permit passage of pipeline pigs.
D. Pipe Ends: Pipe ends shall be lap welded slip joint, butt strap joint, flanged joint, or flexible
coupled joint. Pipe that has a diameter of 48 inches or smaller together with pressure class
of 250 psi or lower may have welded joints or rubber gasket joints. Pipe ends shall be
suitable for full vacuum and the maximum surge pressures indicated.
(1) Rubber Gasket Joints: Rubber gasket joints shall be a rolled spigot or carnegie joint with
rubber gasket for pressure classes up to 250 psi. Joints shall conform to AWWA M11 and
AWWA C200. Joints shall be of clearances such that water tightness shall be provided
under all operating and test conditions with a pipe diameter deflection of 4 percent. The
joint shall be suitable for the specified pressure and a deflected joint with a pull of 3/4
inches. At the Pipe Manufacturer's option, all steel pipe joints may be lap -welded slip
joints in lieu of rubber gasket joints.
(a) Rolled Spigot Joints: The joint shall consist of a flared bell end formed and sized by
forcing the pipe over a plug die or by expanding on segmental dies. The difference in
diameter between the I.D. of bell and the O.D. of spigot shoulder at point of full
engagement with an allowable deflection shall be no more than .00 inches to .04
inches as measured on the circumference with a diameter tape. The gasket shall
have sufficient volume to approximately fill the area of the groove and shall
conform to AWWA C200.
(b) Carnegie Joints: The spigot end shall be a Carnegie shaped steel joint ring. Spigot
ring shall be welded to the outside of the pipe can, with an inside weld also required
where deemed necessary by the Manufacturer due to pipe loading conditions. The
welded area of bell and spigot pipe ends shall be checked after forming by the
magnetic particle method.
(2) Lap Welded Slip Joint:
(a) Lap welded slip joint shall be provided in all locations where any of the following
criteria is met, unless otherwise specified in the Drawings:
(i) 1Pipe ID is 54 inches and larger.
(ii) Pressure class is 275 psi and greater.
(iii) Joints are welded for thrust restraint.
(b) Ends of pipe, fittings, and specials for field welded joints shall be prepared with one
end expanded in order to receive a plain end making a bell and plain end type of
joint. Clearance between the surfaces of lap joints shall not exceed 1/8 of an inch at
any point around the periphery.
(c) The depth of bell shall be such as to provide for a minimum clear distance of 2
inches between the weld and the nearest tangent of the bell radius when welds are
to be located on the inside of the pipe.
(d) The depth of bell shall be such as to provide for a minimum lap of 2 inches. Provide
a deeper bell every 400 feet to accommodate thermal movement for which the
minimum lap shall be 4 inches.
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(e) Lap welded slip joints shall be welded from the inside for pipe diameters 48 inches
and larger. Lap welded slip joints shall be welded from the outside for diameters
smaller than 48 inches.
(3) For Fittings with Flanges: Flanged joints shall be provided at connections to valves and
where indicated. Ends to be fitted with slip on flanges shall have the longitudinal or
spiral welds ground flush to accommodate the type of flanges provided. Pipe flanges
and welding of flanges to steel pipe shall conform to the requirements of AWWA C207
and AWWA C206. Pipe flanges shall be of rated pressure equal to or greater than the
adjacent pipe class. Flange drilling shall match the drilling of adjacent fittings or
appurtenances which the flanges are to be attached to. Flanges shall be spot faced or
back faced parallel to the front face.
(4) Flexible Couplings: Flexible couplings shall be provided where shown in the Drawings
and as specified in Section 15136 "Miscellaneous Valves." Ends to be joined by flexible
couplings shall be of the plain end type, prepared as stipulated in AWWA C200. Pipe
ends shall be truly circular to within 0.25 inch or the Coupling Manufacturer's
tolerances, whichever is smaller. In addition, the welds on ends to be joined by
couplings shall be ground flush to permit sliding the coupling in at least one direction to
clear the pipe joint. Harness bolts and lugs shall comply with AWWA M11 and the
Drawings.
(5) Butt Strap Closure Joints:
(a) Where necessary to make closure to pipe previously laid, closure joints shall be
installed using butt strap joints in accordance with AWWA C206 and applicable
provisions of this specification.
(b) Butt strap shall have an inside and outside weld and shall be air tested. Air test shall
be low pressure from a threaded fitting between the welds.
PART 3 EXECUTION
3.1 PREPARATION
A. Project structures, utilities, sidewalks, pavements, and other facilities from damage caused
by settlement, lateral movement, undermining, washout, and other hazards that could
develop during excavation support and protection systems operations.
B. Shore, support, and protect utilities encountered.
C. Install excavation support and protection systems to ensure minimum interference with
roads, streets, walks, and other adjacent occupied and used facilities.
D. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without
permission from Owner and authorities having jurisdiction.
(1) Provide alternate routes around closed or obstructed traffic ways if required by
authorities having jurisdiction.
E. Locate excavation support and protection systems clear of permanent construction so that
forming and finishing of concrete surfaces is not impeded.
F. Monitor excavation support and protection systems daily during excavation progress and for
as long as excavation remains open.
G. Promptly correct bulges, breakage, or other evidence of movement to ensure that
excavation support and protection systems remain stable.
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H. Promptly repair damages to adjacent facilities caused by installing excavation support and
protection systems.
3.2 SHEET PILING
A. Before starting excavation, install one-piece sheet piling lengths and tightly interlock to form
a continuous barrier.
B. Limit vertical offset of adjacent sheet piling to sixty (60) inches.
C. Accurately align exposed faces of sheet piling to vary not more than two (2) inches from a
horizontal line and not more than 1:120 out of vertical alignment.
D. Cut tops of sheet piling to uniform elevation at top of excavation.
3.3 TRENCH BOXES
A. Provide Engineer approved trench boxes sufficient for depth and width of open -cut trench.
B. All exposed trench shall be protected.
3.4 TRENCHING PROCEDURES
A. Provide shoring systems in accordance with the Contractor's submitted design to
adequately resist earth pressures.
B. Proceed with work in an orderly fashion.
C. Install trench bracing systems as soon as possible after opening trenches.
D. Do not allow workers in trench prior to installing trench bracing systems.
E. Backfill trenches as soon as possible after completion of work.
F. Stockpile excavated materials at three (3) feet away from edge of trench.
G. Maintain barricades and signage as required by State and Local codes to protect open
excavations.
H. Do not allow surface water to enter excavations.
I. Properly grade areas adjacent to trench excavations to control surface drainage away from
excavations.
J. If cut back method is allowed by Owner and is employed, maintain a clear distance of three
(3) feet from edge of cut to avoid allowing loose material to enter trench.
K. Cut back method may not be used where there is insufficient work area to employ it.
L. Do not operate heavy equipment except for trench digging or pipe laying equipment within
twenty (20) feet of edge of excavation.
M. Haul trucks, if needed, may operate closer than twenty (20) feet to trench edge provided
the Contractor deems it safe to do so.
3.5 REMOVAL AND REPAIRS
A. Remove excavation support and protection systems when construction has progressed
sufficiently to support excavation and bear soil and hydrostatic pressures.
B. Remove in stages to avoid disturbing underlying soils or damaging structures, pavements,
facilities, and utilities.
END OF SECTION
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SECTION 02665 WATER PIPING, VALVES, AND FITTINGS
PART 1 GENERAL
1.1 SUMMARY
A. This section of the specifications covers all water piping, valves, and fittings required for the
project.
B. Section Includes:
(1) Material Schedule
(2) Submittals
(3) References
(4) Materials
(5) Polyvinyl Chloride (PVC) Pipe
(6) Ductile Iron Pipe
(7) Concrete Cylinder Pipe
(8) Pipe Fittings
(9) Flexible Couplings and Flanged Coupling Adapters
(10) Pipe Joints
(11) Steel Casing
(12) Valves
(13) Fire Hydrants
(14) Polyethylene Wrap
(15) Joint Restraints
(16) Concrete
(17) General
(18) Inspection
(19) Responsibility for Materials
(20) Handling Pipe and Accessories
(21) Alignment and Grade
(22) Manner of Handling Pipe and Accessories in Trench
(23) Cleaning and Inspecting
(24) Laying and Jointing PVC Pipe
(25) Plugging Dead Ends
(26) Fittings
(27) Setting Valves, Valve Boxes, Fire Hydrants and Fittings
(28) Thrust Restraint
(29) Excavation, Trenching and Backfilling
(30) Line Testing
(31) Disinfection of Pipelines
(32) Installation of Steel Pipe Casing and Pipe in Casing
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(33) Pipe Identifiers
(34) Cleanup
1.2 MATERIAL SCHEDULE
A. 6", 8", 10" and 12" lines shall be AWWA C 900, DR 18 PVC pipe.
B. Ductile Iron Fittings (AWWA C 153)
C. Tapping Sleeve (ductile iron or stainless steel)
D. Gate Valves
E. Valve Boxes
F. Fire Hydrants (AWWA C 502)
G. Mechanical Joint Restraints
1.3 SUBMITTALS
A. Submit all manufacturers' data for all pipe and fittings including all pipe thickness class
calculations, steel casing, and casing spacers.
B. Submit affidavits of compliance with appropriate standards.
C. Submit product warranties.
D. Submit manufacturer's installation instructions.
E. Submit manufacturer's loading, unloading, and storage requirements.
F. Submit product information for pipe identification tape.
G. Submit concrete mix design for concrete thrust blocking.
1.4 REFERENCES
A. AWWA C 104 — Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water.
B. AWWA C 110 — Ductile Iron and Gray Iron Fittings, 3 inch through 48 inch, for Water.
C. AWWA C 111— Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings.
D. AWWA C 104 — Rubber Seated Butterfly Valves.
E. AWWA 509 — Resilient Seated Gate Valves for Water Supply.
F. AWWA C 900 — Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 inch
through 12 inch, for water distribution.
G. AWWA C 905 — Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14 inch
through 48 inch, for water transmission and distribution.
H. AWWA C 301— Prestressed Concrete Pressure Pipe, Steel Cylinder Type, for Water and
other Liquids.
I. AWWA C 303 — Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type
J. ANSI/AWWA C-200 Standard for Steel Water Pipe 6 Inches and Larger
K. ANSI/AWWA C-205 Standard for Cement -Mortar Protective Lining and Coating for Steel
Water Pipe - 4 in. and Larger -Shop Applied
L. ANSI/AWWA C-206 Standard for Field Welding of Steel Water Pipe
M. ANSI/AWWA C-207 Standard for Steel Pipe Flanges for Water Works Service, 4" - 144"
N. ANSI/AWWA C-208 Standard for Dimensions for Fabricated Steel Water Pipe Fittings
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0. ANSI/AWWA C-209 Standard for Cold -Applied Tape Coatings for the Exterior of Special
Sections, Connections, and Fittings for Steel Water Pipelines
P. ANSI/AWWA C-210 Standard for Liquid -Epoxy Coating Systems for the Interior and Exterior
of Steel Water Pipelines
Q. ANSI/AWWA C-214 Standard for Tape Coating Systems for the Exterior of Steel Water
Pipelines
R. ANSI/AWWA C-216 Standard for Heat -Shrinkable Cross -Linked Polyolefin Coatings for the
Exterior of Special Sections, Connections, and Fittings for Steel Water Pipelines
S. ANSI/AWWA C-218 Standard for Coating the Exterior of Aboveground Steel Water Pipelines
and Fittings
T. ANSI/AWWA C-219 Standard for Bolted Sleeve -Type Couplings for Plain -End Pipe
U. ANSI/AWWA C-222 Standard for Polyurethane Coatings for the Interior and Exterior of Steel
Water Pipelines and Fittings
V. AWWA M-11 Steel Pipe - A guide for Design and Installation
W. ASTM A 106 Standard Specification for Seamless Carbon Steel Pipe for High -Temperature
Service.
X. ASTM A 53 Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc Coated Welded
and Seamless
Y. ASTM E 165 Method for Liquid Penetrant Examination
Z. ASTM E 709 Guide for Magnetic Particle Examination
AA. ASME Section V Nondestructive Testing Examination
BB. ASME Section IX Welding and Brazing Qualification.
CC. AWS B2.1 Standard for Welding Procedure and Welding Qualifications.
PART 2 PRODUCTS
2.1 MATERIALS
A. All pipe, fittings, and valves shall be new and of the best quality in material and
workmanship.
B. All pipe, fittings, and valves shall conform to American National Standards Institute/National
Sanitation Foundation (ANSI/NSF) Standard 61.
C. In areas where natural gas lines exist, and are cathodically protected by means of impressed
current, only electrically non-conductive pipe shall be allowed.
2.2 POLYVINYL CHLORIDE (PVC) PIPE
A. PVC pipe 12 inches and smaller shall be AWWA C-900, DR-18.
B. PVC pipe 14 inches and larger shall be AWWA C-905, DR-21. The outside diameter of the
PVC pipe shall be cast iron equivalent.
C. PVC pipe shall be formed with an integral bell and shall be joined using a gasketed bell and
spigot joint. Spigot ends shall be beveled and reference marked to facilitate joining and
insure proper seating depth. Gaskets shall conform to ASTM F 477. The nominal joint
length shall be twenty (20) feet.
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D. AWWA C-900 and C-905 pipe shall be marked as prescribed by AWWA standards including
nominal size, dimension, ratio, AWWA pressure class, manufacturer's name and code, and
seal of testing agency that verified the suitability of the pipe material for potable water.
E. Pipe shall meet all additional test requirements as described in AWWA C-900 or C-905, as
applicable.
F. All PVC pipe shall be approved by the National Sanitation Foundation (NSF) for use in the
transportation of potable water and shall bear the NSF seal of approval.
2.3 DUCTILE IRON PIPE
A. Ductile Iron pipe 12" shall be Class 200.
B. Ductile iron pipe to be furnished shall conform to the following standard specifications or
latest revisions:
(1) ANSI/AWWA C150/A21.50-81
(2) ANSI/AWWA C104/A21.4-80
(3) ANSI/AWWA C151/A21.4-80
C. All ductile iron pipe shall be cement lined in accordance with AWWA C104-80 (ANSI A21.4)
specifications. The external surface shall be coated with an asphalt base paint.
D. All joint for ductile iron pipe shall be of the rubber gasket bell and spigot type, except where
connecting flanged fittings, and shall otherwise conform to the base specifications to which
the pipe is manufactured.
E. The joint shall be latest approved type of rubber gasket joint for ductile iron pipe.
F. All joints of ductile iron pipe and fittings shall be sealed with a continuous ring rubber gasket
meeting standards specified by AWWA C11-72 (ANSI A21.11) or its latest revision.
2.4 CONCRETE CYLINDER PIPE
A. Pre -stressed Concrete Embedded Cylinder pipe shall be manufactured in accordance with
the latest revision of AWWA C-301.
B. Pre -tensioned Concrete Cylinder Pipe (PCCP) shall be manufactured in accordance with the
latest revision of AWWAS C303-78
C. Concrete Cylinder Pipe shall withstand a minimum pressure of 150 psi longitudinally and
helically.
D. The joints of the pre -tensioned concrete cylinder pipe and fittings shall be sealed with a
continuous ring rubber gasket meeting standards specified in AWWA C303-78.
E. A Portland cement mortar shall be used to fill the annular space both inside and outside of
joints in the pre -tensioned concrete cylinder pipe.
(1) Portland cement used in the mortar shall conform to "Standard Specifications and Test
for Portland Cement" A.S.T.M. serial designations C150 and C77.
(2) Sand for the mortar shall conform to A.S.T.M. designation C-33-52T for fine aggregate.
(3) The exterior joints on pre -tensioned concrete cylinder pipe shall be poured with a
heavy duty diaper.
(a) The width of the diaper shall be nine inches.
(b) The band shall be provided with 3/8 inch x 0.20 steel straps on each side.
2.5 PIPE FITTINGS
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A. General: Pipe fittings shall be of a type and design especially suitable for use with the type
of piping with which they are installed. Pressure rating of fittings shall not be less than that
of the pipe.
B. All ductile iron fittings shall have an external bituminous coating and shall be cement lined
in accordance with AWWA C 104.
C. Fittings shall be ductile iron and shall be mechanical joint or push -on joint unless otherwise
specified or shown on the Drawings.
D. Ductile Iron Fittings — Ductile iron fittings shall conform to AWWA C153 110. Fittings shall
be mechanical joint or push -on joint unless otherwise specified or shown on the Drawings.
E. All fittings shall have a pressure rating equal to that of the pipe with which they are used but
in no case less than 150 psi.
F. Unless otherwise indicated, all ductile iron fittings shall have an external bituminous coating
and shall be cement -lined in accordance with the specifications for coating and lining the
pipe.
G. All ductile iron fittings shall be cast from the same quality of metal used in casting ductile
iron pipe and shall be subjected to the same test requirements. Marking and weighing shall
be as required for ductile iron pipe.
H. Where flanged fittings are used, the flanges shall be of the same material as the fitting.
Where bell or mechanical joint fittings are used, the bells shall be cast integrally with the
fitting. Screwed -on bells will not be acceptable.
2.6 FLEXIBLE COUPLINGS AND FLANGED COUPLING ADAPTERS
A. Flanged coupling adapters and flexible couplings shall be provided at the locations shown on
the Drawings and at other locations required for installation of the piping system.
B. Flanged coupling adapters will be provided with anchoring studs to provide thrust restraint.
Epoxy coated sheet construction shall be used for all couplings. All bolts, nuts, and washers
shall be stainless steel.
2.7 PIPE JOINTS
A. Push -on Joints — Push -on joints shall be as specified in AWWA Standard C111.
B. Mechanical Joints — Mechanical joints shall be as specified in AWWA Standard C111.
2.8 STEEL CASING
A. Steel casing shall be new welded steel pipe with minimum yield strength of 35,000 psi
meeting ASTM A36. The exterior of the casing pipe shall have a bituminous coating.
B. Casing wall thickness for installation shall be in accordance with the City of Lubbock Design
Standards and Specifications.
C. Casing spacers shall be used to install carrier pipe inside the encasement pipe and to provide
support around the periphery of the pipe should the pipe twist as it is pushed through the
casing.
D. The spacers shall be of a projection type that has a minimum number of projections around
the circumference totaling the number of diameter inches. For example, eight (8) inch pipe
shall have a minimum of eight (8) projections and eighteen (18) inch pipe shall have a
minimum of eighteen (18) projections.
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E. Casing spacers shall use double backed tape, provided with the spacers, to fasten tightly
onto the carrier pipe so that the spacers do not move during installation. Installation
instructions shall be provided with each shipment.
F. Casing spacers shall have a span of ten (10) feet to six (6) feet dependent on the total load
anticipated with the pipe full of liquid. The maximum load shall not exceed the load limits
per spacer listed in the brochure.
G. These values in the brochure include conservative safety factors for class spacer used.
Spacers shall have minimum height that clears the pipe bell or as otherwise indicated on
plans.
H. Casing spacers shall be projection type totally non-metallic spacers constructed of
preformed sections of high -density polyethylene. Spacers shall be ISO 9002 certified for
strength and quality.
I. Manufacturer: Projection type spacers shall be Raci type spacers, or equal approved by the
Engineer, along with wrap around end seal made of 1/8" think rubber with stainless steel
bands.
2.9 VALVES
A. Valves that are twelve (12) inches and smaller shall be gate valves unless otherwise noted
on the plans or specified herein. All valves shall be designed for a working pressure of at
least 150 psi unless otherwise noted.
B. Gate Valves:
(1) All gate valves shall be resilient seat or double disk parallel seat, iron body; bronze
mounted throughout and shall meet all requirements of AWWA C 509.
(2) The valves shall be of the type of joint used in the piping.
(3) All valves shall open by turning to the left, and unless otherwise specified, shall have
non -rising stem when buried and outside screw and yoke when exposed, and be
furnished with a two (2) inch operating nut when valves are buried and shall be
furnished with hand wheels when exposed.
(4) Gate valves shall be furnished with O-ring stem packing.
(5) All gate valves shall be designed to withstand a working pressure of 200 psi unless
otherwise noted.
(6) Gate valves shall be meet the City of Lubbock Design Standards and Specifications.
(7) All ductile iron shall conform to A536 Grade 65-45-12. Castings shall be clean and
sound without defects that will impair their service. No plugging or welding of such
defects will be allowed.
(8) Bolts shall be electro-zinc plated steel with hex heads and hex nuts in accordance with
ASTM 307 and A563, respectively.
(9) All parts for valves furnished must be standard and completely interchangeable with
valves of the same brand. Successful bidder to furnish to the Owner, upon request, a
letter stating the type of valves to be installed and a letter from the manufacturer
stating that the parts are standard and interchangeable.
C. Valve Boxes and Extension Stems:
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(1) Extension stems shall be furnished on buried valves where the top of the operating nut
is more than ninety (60) inches below finished grade. Top of the extension stem shall
not be more than thirty-six (36) inches below the top of the valve box.
(2) Buried valves shall be provided with cast iron valve boxes.
(3) The boxes shall be designed to fit over a section of six (6) inch C 900 PVC riser pipe,
which will be used, as an extension from the top of the valve to within six (6) inches of
the ground surface.
(4) The box shall have a heavy cast iron cover marked "Water".
(5) The box shall have a flange type base, with the base being approximately four (4)
inches larger in diameter than the outside diameter of the barrel of the box.
(6) The necessary length of the six (6) inch C 900 PVC riser pipe required for the extension
shall be considered as a part of the box.
(7) Valve boxes shall be East Jordan Iron Works No. 8453, or approved equal.
D. FIRE HYDRANTS
(1) Hydrants shall meet the City of Lubbock Design Standards and Specifications
(2) Hydrants shall meet AWWA C-502
(3) Hydrants shall have an iron body, bronze mounted throughout and be designed for
working pressure of 150 psi.
(4) Hydrants shall be traffic model type with a 5-1/4-inch valve opening, two (2) 2-1/2-
inch hose nozzles, and one (1) 4-inch steamer nozzle.
(5) The hydrant shall be for a 6-inch main.
2.10 POLYETHYLENE WRAP
A. All buried valves and fittings shall be thoroughly wrapped prior to installation with a
polyethylene material meeting the requirements of ASTM D 1248.
B. The polyethylene material shall have a minimum thickness of eight (8) mils.
C. The wrap shall be secured by two (2) inch duct tape.
2.11 JOINT RESTRAINTS
A. Uniflange series 1500 joint restraint for PVC pipelines or approved equal.
B. Must meet all pressure testing requirements of ASTM F-1674.
C. Materials must meet requirements of ASTM A-536.
D. Install per manufacturer's recommendations.
2.12 CONCRETE
A. Concrete maybe used for blocking the pipe and fittings and shall conform to the concrete
specifications, as set forth in the Section 03300 Cast -in -Place Concrete, except a minimum
compressive strength of 2,800 psi will be acceptable.
PART 3 EXECUTION
3.1 GENERAL
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A. All pipe and accessories shall be unloaded, handled, laid, jointed, tested for defects and for
leakage, and disinfected in the manner herein specified.
3.2 INSPECTION
A. The pipe, fittings, and accessories shall be inspected upon delivery and during the progress
of the Work and any material found to be defective will be rejected by the Engineer, and the
Contractor shall remove such defective material from the site of the Work.
3.3 RESPONSIBILITY FOR MATERIALS
A. The Contractor shall be responsible for all material furnished and shall replace, at the
Contractor's expense, all such material that is found to be defective in manufacture or has
become damaged in handling after delivery.
3.4 HANDLING PIPE AND ACCESSORIES
A. All pipe, fittings, and other accessories shall, unless otherwise directed, be unloaded at the
point of delivery, hauled to and distributed at the site of the Work by the Contractor.
B. In loading and unloading, they shall be lifted by hoists or slid, or rolled on skidways in such a
manner as to avoid shock or damage to the materials. Under no circumstances shall they be
dropped. Pipe handled on skyways must not be skidded or rolled against pipe already on
the ground.
C. The pipe, fittings, and accessories shall be placed along the site in such a manner as to be
kept as free as possible from dirt, sand, mud, and other foreign matter.
3.5 ALIGNMENT AND GRADE
A. All pipe shall be laid and maintained to the lines and grades shown on the plans or as
established on the ground by the Engineer.
B. The Contractor shall verify horizontal and vertical locations of items critical to the alignment
and grade of the proposed water line.
C. Confirm compliance with the Drawings and Specifications.
D. Wherever it is necessary to deflect pipe from a straight line either in a vertical or horizontal
plane to avoid obstructions, to plumb valves, or where vertical or horizontal curves are
shown or permitted, the degree of deflection at each joint shall not exceed the maximum
deflection noted on the Drawings.
3.6 MANNER OF HANDLING PIPE AND ACCESSORIES IN TRENCH
A. After the trench grade has been completed, all bell holes dug and the grade inspected, the
pipes and accessories may be placed in the trench.
B. All pipe and fittings shall be carefully lowered into the trench piece by piece by means of
derricks, ropes, or other suitable tools or equipment, in such a manner so as to prevent
damage to the material in any way. Under no circumstances shall pipe or accessories be
dropped or dumped into the trench.
3.7 CLEANING AND INSPECTING
A. Before lowering into the trench, the pipe shall be again inspected for defects and the pipe,
while suspended, shall be lightly hammered to detect cracks. Any defective, damaged, or
unsound pipe and materials shall be rejected.
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B. All foreign matter or dirt shall be removed from the inside of the pipe and from all bells,
spigots, or parts of the pipe used in forming the joint, before the pipe is lowered into the
trench, and it shall be kept clean by approved means during and after laying.
C. At a time when pipe laying is not in progress, the open ends of the pipe shall be closed by
approved means, and no trench water shall be allowed to enter the pipe.
3.8 LAYING AND JOINTING PVC PIPE
A. General: Unless otherwise directed, pipe shall be laid with bells facing in direction of laying;
and for lines on appreciable slopes, bells shall, at the discretion of the Engineer, face up
grade.
B. Cutting of pipe for inserting fittings or closure pieces shall be done in a neat and
workmanlike manner without damage to the pipe or the cement lining.
C. The jointing shall be completed for all pipe laid each day, in order not to leave open joints in
the trench overnight. At times when pipe laying is not in progress, the open ends of the
pipe shall be closed by approved means, and not trench water shall be permitted to enter
the pipe.
D. No pipe shall be laid in water, or when the trench conditions or weather are unsuitable for
such work, except by permission of the Engineer.
E. Before laying the pipes, all lumps, blisters, and excess coating shall be removed from the bell
and spigot ends of each pipe; the outside of the spigot and the inside of the bell shall be
wire brushed and wiped clean and dry. Pipe ends shall be kept clean until joints are made.
F. Defective joints shall be repaired as directed by the Engineer.
G. Mechanical Joint Piping:
(1) The last eight (8) inches outside of the spigot and inside of the bell of mechanical joint
pipe shall be thoroughly cleaned to remove oil, grit, excess coating, and other foreign
matter from the joint, and then painted with lubricant recommended by the pipe
manufacturer.
(2) The cast iron gland shall then be slipped on the spigot end of the pipe with the lip
extension of the gland toward the socket or bell end.
(3) The rubber gasket shall be painted with lubricant recommended by the pipe
manufacturer and placed on the spigot end with the thick edge toward the gland.
(4) The entire section of the pipe shall be pushed forward to seat the spigot end in the
bell.
(5) The gasket shall then be pressed into place within the bell; care shall be taken to
locate the gasket evenly around the entire joint.
(6) The gland shall be moved along the pipe into position for bolting, all of the bolts
inserted, and the nuts screwed up tightly with the fingers.
(7) All nuts shall be tightened with a suitable torque limiting wrench.
(8) Nuts spaced 180 degrees apart shall be tightened alternately in order to produce an
equal pressure on all parts of the gland.
H. If water gets in the trench before the joint is completed, or if the pipe is disturbed from line
and grade after being laid, the pipe shall be taken up, the joints cleaned and the pipe re-laid.
I. Immediately after completion of the jointing, sufficient bedding and backfill material shall
be placed around and over the pipe to hold the pipe to line and grade.
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J. Pre -molded joints shall be made in accordance with the recommendations of the
manufacturer of the pipe.
K. The surfaces of the jointing material on both the bell and spigot at each joint shall be wiped
with the solvent recommended by the pipe manufacturer.
L. The spigot shall then be firmly forced into the bell using a bar or other similar lever and a
block of wood to prevent damage to the pipe.
3.9 PLUGGING DEAD ENDS
A. Standard plugs shall be inserted into the bells of all dead ends and pipes, tees, or crosses
and spigot ends shall be capped.
B. Plugs or caps shall be jointed to the pipe or fittings in the same manner used in jointing the
pipe.
C. All plugs and caps shall have horizontal thrust blocks.
3.10 FITTINGS
A. Fittings shall be set at the locations shown on the plans or at locations as established by the
Engineer, and shall be set and jointed to the pipe in the manner heretofore specified for
pipe installations. Concrete blocking shall be provided for all buried fittings.
3.11 SETTING VALVES, VALVE BOXES, FIRE HYDRANTS AND FITTINGS
A. Valves and fittings shall be set at the locations shown on the Drawings and shall be set and
jointed to the pipe in the manner heretofore specified for pipe installations.
B. All valves shall be hub end as required and all valves buried in the ground shall have a cast
iron or precast concrete valve box set over the valve.
C. All valves shall be set vertical, unless otherwise specified, and shall be thoroughly checked
for operation prior to installation.
D. After pressure has been applied to the line, stuffing boxes shall be checked for operation
prior to installation.
E. After pressure has been applied to the line, stuffing boxes shall be checked and tightened if
necessary.
F. Valve Boxes:
(1) Valve boxes shall be firmly supported and maintained centered and plumb over the
wrench nut of the valve, with the box cover flush with the surface of the ground or at
such a level as directed by the Engineer.
(2) All valve boxes under pavement shall be adjusted to finished pavement grades.
G. Fire Hydrants:
(1) Fire hydrants shall be located at the points shown on the Drawings.
(2) All fire hydrants shall be set plumb, to the grade established on the Drawing, and with
the steamer nozzle at right angles to the street.
(3) Hydrants shall be supported in such a manner as not to cause a strain on the fire
hydrant lead or branch.
(4) The bowl of the hydrant shall be well braced against unexcavated earth at the end of
the trench with concrete blocking.
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(5) The concrete blocking shall be placed so as not to interfere with the hydrant drains
and so that the joints of the flanges are accessible.
(6) Blocking of gate valves on fire hydrants leads shall be with concrete as shown on the
Drawings.
(7) The hydrants shall be thoroughly cleaned of dirt or foreign matter and checked for
operation prior to installation. Drain holes shall not be blocked or sealed.
(8) Fire hydrants shall be installed and maintained so that the center of the lowest water
outlet shall be eighteen (18) inches from the ground.
(9) Fire hydrants shall be installed with the four (4) inch nozzle facing the required access
way.
3.12 THRUST RESTRAINT
A. All fittings, valves and fire hydrants, unless otherwise specified, shall be provided with
suitably restrained joints per the manufacturer's recommendation.
B. Restrained push -on or mechanical joints, mechanical joint anchoring fittings, and
mechanical joints utilizing setscrew ductile iron retainer glands shall be used in lieu of
concrete thrust blocking. Thrust blocking will be allowed only under special circumstances as
approved by the Engineer.
3.13 EXCAVATION, TRENCHING AND BACKFILLING.
A. Backfill and compaction shall be performed in accordance of COL Ordinance 2007-00122.
B. Backfill around pipe with specified granular bedding material that is free of large rocks,
topsoil, debris or other unacceptable material.
C. The backfill around the pipe shall be shovel sliced around the haunch of the pipe and
mechanically compacted or hand tamped to a point 12 inches above the top of the pipe.
D. Backfill from 12 inches above the pipe to the finished grade will be as follows:
(1) For unpaved areas:
(a) Use excavated material that is free of large rocks, debris or other material
determined unsuitable by the Owner's Representative. Backfill shall be placed in
maximum six (6) inch lifts and compacted to 95% Standard Proctor Density at +/- 2%
optimum moisture content.
(b) Each lift shall be tested at a maximum of 500 feet intervals according to ASTM
designation D-698.
(c) These tests shall be performed by a reputable contractor specializing in geotechnical
work and will be at the successful bidder's expense.
(d) Copies of these tests shall be provided to the Owners Representative.
(2) For paved areas:
(a) Place Cement Stabilized Backfill (CSB) meeting City of Lubbock Standards under the
bottom of the pavement in a minimum thickness of 12".
(b) The backfill from 12-inches above the top of pipe to the CSB shall be in placed in
maximum 6 inch lifts and compacted to 95% Standard Proctor Density.
(c) Each lift shall be tested at a maximum of 500 feet intervals according to ASTM
designation D-698.
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(d) These tests shall be performed by a reputable contractor specializing in geotechnical
work and will be at the successful bidder's expense.
(e) Copies of these tests shall be provided to the Owners Representative.
(3) The City of Lubbock will perform random spot testing at no expense to the contractor.
3.14 LINE TESTING
A. After the pipe is laid and the joints completed, each section or run of piping, shall be tested
as specified herein. The Contractor shall bear all costs of providing all equipment, materials,
labor, and other incidentals required to test pipe lines as specified herein.
B. The Contractor shall provide suitable means for filling the lines and developing the required
pressure in the lines.
C. Testing procedure shall be as follows:
(1) Duration — The duration of the hydrostatic test shall be a minimum of four (4) hours.
(2) Pressure —The pipeline shall be tested so that the pressure at the lowest point in the
test section is at least 100 percent, but not greater than 120 percent of the pressure
class of the pipe, and the minimum pressure at the highest point in the test section is
not less than 85 percent of the pressure class of the pipe.
D. Allowable Leakage —The maximum allowable leakage for push -on joints is the number of
gallons per hour as determined by the following formula(s):
E. PVC: Ductile Iron:
(1) L = ND(P) % L = SD(P)
(2) 7,400 133,200
(3) where:
(a) L = allowable leakage in gallons per hour
(b) N = number of joints in length of pipe tested
(c) S = length of pipe
(d) D = nominal diameter of the pipe in inches
(e) P = average of the maximum and minimum pressures within the test
section in psi
F. Any leakage which becomes evident prior to final acceptance of the project shall be found
and repaired to the satisfaction of the Engineer even though the particular line has been
previously accepted and tested.
3.15 DISINFECTION OF PIPE LINES
A. The Contractor shall furnish all labor, equipment, and materials necessary for the
disinfection of all pipe lines, which shall be disinfected before being placed in service.
B. The lines shall be disinfected by the application of a chlorinating agent in accordance with
the requirements of AWWA C 651, include the placement of hypochlorite granules in the
pipe during construction.
C. The Contractor shall notify the Engineer 48 hours in advance of disinfection so that the
Engineer or Owner's Representative may witness the disinfection activities.
D. Quality Assurance:
(1) Bacteriological sampling and test will be performed in accordance with the latest
requirements of Standard Methods for the Examination of Water and Wastewater.
(2) The City of Lubbock laboratory will be used for bacteriological testing.
SOUTHEAST LUBBOCK WATER SYSTEM EXPANSION — SEPTEMBER 2023
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E. Chemicals:
(1) Acceptable disinfectants are liquid and solid forms of hypochlorites. Chlorine gas is
not acceptable.
(2) Acceptable chemicals for neutralizing chlorinated water are liquid and solid forms of
sodium bisulfate, sodium sulfite, and sodium thiosulfate.
(3) The water being used to fill the line shall be controlled to flow into the section to be
sterilized very slowly, and the rate of application of the chlorinating agent shall be
proportioned at least fifty (50) parts per million in the water entering the pipe.
F. Temporary Facilities:
(1) Provide temporary taps or blowoffs as required. As a minimum, use a two (2) inch
diameter steel pipe and fittings with isolation valves and sampling taps.
(2) Water used for the initial flushing as well as the final chlorination shall be introduced
into the pipeline through a corporation stop or other approved connection inserted in
the horizontal axis of the newly laid pipe.
(3) No connection to the existing distribution system is allowed until the pipeline has
passed all bacteriological testing.
G. Final Flushing:
(1) Flush the water system of the highly chlorinated water within twenty-four (24) hours
of initial chlorination.
(2) Flush water in a location and manner approved by the Engineer.
(3) Neutralize the highly chlorinated water to a maximum free chlorine residual of 1.0
mg/L.
H. Sampling and Analysis:
(1) Collect bacteriological samples at intervals no more than 1000 feet and one (1) sample
from each end of the pipeline in the presence of the Engineer or Owner's
representative.
(2) The Owner's representative or the Engineer shall deliver the samples to the City of
Lubbock Health Department or the City of Lubbock Water Treatment Laboratory for
analysis.
(3) Collect samples after the initial disinfection and after the facilities have been filled
with chlorinated water and a free chlorine residual of at least 0.5 mg/L has been
detected.
I. Acceptance:
(1) Facilities will be considered properly disinfected when two (2) consecutive sets of
acceptable bacteriological samples, taken at least twenty-four (24) hours apart, have
indicated the absence of coliform organisms.
J. After acceptance by the Engineer, remove all temporary facilities and properly plug test
taps. The pipeline may then be connected to the City of Lubbock water distribution system.
3.16 INSTALLATION OF STEEL PIPE CASING AND PIPE IN CASING
A. Installation of the casing pipe sleeves shall be accomplished by boring as specified herein.
B. Equipment used shall be such size and capacity as to allow the placement of the casing to
proceed in a safe and expeditious manner. Installation of the casing and the excavation and
removal of the materials within the casing shall proceed simultaneously.
SOUTHEAST LUBBOCK WATER SYSTEM EXPANSION — SEPTEMBER 2023
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C. The boring shall proceed from a pit provided for the boring equipment and workers.
D. Excavation and location of the pit shall be approved by the Engineer and County as
appropriate.
E. Boring without the concurrent installation of the casing pipe will not be permitted.
F. The use of water or other fluids in connection with the boring operation will be permitted
only to the extent of lubricating cuttings.
G. Jetting will not be permitted.
H. Overcutting in excess of one (1) inch shall be remedied by concrete pressure grouting the
entire length of the installation.
I. All casing pipe joints shall be welded.
J. Care shall be taken to keep the pipe sleeve on the proper line and grade.
K. After the casing pipe has been jacked and bored and is accepted by the Engineer, the pipe
shall be shoved through the casing.
L. The pipe shall be pushed or pulled through the casing by exerting pressure on the barrel of
the pipe and not on the bell, and shall be done in such a manner that the joint is always in
compression during the shoving operation.
3.17 PIPE IDENTIFIERS
A. Marking Tape:
(1) All pipes installed in an open trench will be identified with the appropriate color and
description of three (3) inch wide pipe identification tape.
(2) Install the tape parallel to the pipe it identifies at a distance above the pipe of twelve
(12) to eighteen (18) inches.
(3) Above non-metallic (PVC) pipe material, install a tape detectable with a metal detector
from the top of finished grade.
(4) Install detectable tape as deep as it can be detected but no closer to the non-metallic
pipe than twelve (12) inches.
B. Locator Wire:
(1) On non-metallic (PVC) pipe material, install twelve (12) gauge minimum solid copper
with 30 mil HDPE thermoplastic insulation directly above piping.
3.18 CLEANUP
A. The backfill shall be rounded up over the trench sufficiently to allow for future settlement
and any excess dirt shall be removed from the site.
B. The Contractor shall maintain the trench surfaces in a satisfactory manner until final
completion and acceptance of the Work.
C. The maintenance shall include blading from time to time as necessary, filling depressions
caused by settlement, and other work required to keep areas in a presentable condition.
END OF SECTION
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APPENDIX A TxDOT Permit 00002/20230803/10167/14920/UP
SOUTHEAST LUBBOCK WATER SYSTEM EXPANSION — SEPTEMBER 2023
98TH STREET WATERLINE EXTENSION
115
Date ofApprovat• 09-06-2023
UTILITY PERMIT APPROVAL
TO:
Harms Tommy
Cityof Lubbock
1314 Avenue K
Lubbock,79401
Date:
09-06-2023
Application/Permit
No..
00002/20230803/10167/14920/UP
District:
Lubbock
Highway 11
Control Section 11maintenance
Section 11county
US0087-A: From milepost 249.179 To milepost249.18
0068-01 11Lubbock
US0087-L: At milepost 249.182
0068-01 11
IlLubbock
US0087-R: At milepost 249.179
0068-01
1Lubbock
US0087-X: From milepost249.174 To milepost 249.184
0068-01
Lubbock
US0087-A: At milepost 249.176
0068-01
1Lubbock
US0087-X: At milepost 249.177
0068-01 11Lubbock
US0087-A: At milepost 249.179
0068-01
1Lubbock
US0087-X: At milepost 249.183
0068-01 11Lubbock
US0087-X: At milepost 249.177
0068-01
1Lubbock
US0087-X: At milepost 249.174
0068-01 11Lubbock
Schedule Dates: from 08/21/2023 to 06/30/2024
TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of
Proposed Utility Installation No. 00002/20230803/10167/14920/UP dated
08/08/2023 and accompanying documentation, except as noted below.
Special Provisions:
You are required to notify TxDOT72 hours (3 business days) before you start construction to allow for proper inspection
and coordination of workdays and traffic control plans. Use the RULIS website for the 72-hour notification. DO NOT start
construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to
keep a copyof this Approval and anyapproved amendments at the job site.
When installing utility lines on controlled -access highways, access for serving this installation shall be limited to access via
(a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right-
of-way lines, connecting only to intersecting roads; from any one or all of which entry may be made to the outer portion of the
highway right-of-wayfor routine service and maintenance operations. The Installation Owner's rights of access to the
through -traffic roadways and ramps shall be subject to the same rules and regulations as that applyto the general public
except, however, if an emergencyoccurs and usual means of access for routine service operations will not permit the
immediate action required bythe Utility Installation Owner in making emergency repairs as required for the safety and
welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and
ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified bythe Utility
Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Ownerfor the
convenience and safety of highway traffic.
The installation shall not damage any part of the highway, and adequate provisions must be made to cause minimum
inconveniences to traffic and adjacent propertyowners. If the Utility Installation Ownerfails to complywith any or all the
requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance.
SME - Area Engineer Review
Review Answer. Recommend Denial
Response tent: Sent to incorrect Area.
1/2
Date ofApprovat• 09-06-2023
SME - Maintenance Section Review
Review Answer: Recommend Approval
Response tent: That will work
SME - Maintenance Section Review
Review Answer: Recommend Approval
Response tent: That will work
SME - Area Engineer Review
Review Answer: Recommend Approval
Response tent: Looks good to me
SME ATTACHMENTS:
The following Documents are Included in this Approved Utility Permit:
Plans (Must be available on Job site): link
General Provisions: link
General Provisions: link
2/2
kkili �,t>.of
Lubbock
August 8, 2023
Steve Warren, P.E.
Lubbock District Engineer
Texas Department of Transportation
135 Slaton Road
Lubbock, Texas 79404
Re: City of Lubbock Highway Crossing — Variance Request — 98t" Street Waterline Extension
Dear Mr. Warren:
The City of Lubbock is submitting a permit application through the TxDOT RULIS system to bore a 16-
inch potable water pipeline under US 87 at 98th Street. The City is requesting a variance on the Casing
Requirement from beginning to ending of Right of Way. Due to the necessary alignment shift east of US
87 the casing requirement is not feasible to construct because of existing utilizes and the necessary bends.
The segment of pipe that is being requested to not be encased is located in the bar ditch not underneath
the roadway. This variance would allow the City to extend our water service to future citizens in East
Lubbock.
Please find the construction plans for your review. If you have any questions or comments about this
project or variance request, please contact me at by phone at (806) 775-2344 or by email at
tharmskmylubbock.us.
Sincerely,
Twvwf fTw'i/Yw
Tommy Harms, P.E.
Civil Engineer
City of Lubbock — Engineering CIP & Design Services
(M sI
>TEEL BORE ENCASEMENT
EDGE OF CURB
V) L
STA=26+29—
END 24" BORE
LAT: N33.30184684
LONG: W101.50389320
5'
6" PVC
1CASEMENT
w d "`PP !oi iE 0i
,. TxDOT ROW
FIRE HYDRANT
o��STA=26+44
LAT: N33.30184668
LONG: W101.50387568
STA 26+96
START SLICK BORE
5' LAT: N33.30186516
LONG: W 101.50382299
3193.33 FL
STA 26+29
END BORE
LAT: N33.30184684
STA 26+71
1 F," 4S 0 RFrxIfI
'V 1
5' ROW
STA=28+20 LUBBOCK
LAT: N33.30186530 CITY LIMI
LONG: W101.50367663
STA 27+55
16" X 6" TEE
LAT: N33.30186519
LONG: W 101.50385395
3193.33 FL
STA 28+20
LEAVING TxDOT ROW
LAT: N33.30186530
LONG: W 101.50367663
3210
3205
3200
3195
3190
CADMIUM PLATED
STUDS, NUTS, AND
WASHERS, TYP.
L = D, WITH L MAX. = 16"
DD D
L L
:NAL PIPE
3. BEVEL END OF CASING PIPE TO REMOVE ALL SHARP
IROPOSED MAIN.
EDGES TO PREVENT DAMAGE TO THE LINER MATERIAL.
- CAPPED ON
4. THE END -SEAL SHALL BE ATTACHED TO THE PIPE AND
iACKFILLING.
CASING SO AS TO PROVIDE A TIGHT END SEAL.
5. FOR CASINGS OVER 12 INCHES IN DIAMETER, PROVIDE
TWO CLAMPS OR BANDS ON EACH END OF EACH SEAL.
DETAIL
GRADE �!-
6" C-900
PVC RISE
6 GATE
VALVE
WATER
M N
0
!7
)UTLET M.J. X FLG.
TYPICAL FIRE
HYDRANT
TYPICAL VALVE BOX
AND COVER WITH
CONCRETE COLLAR
vv W I6 TX DOT APPROVED HMAC
FULL DEPTH TRENCH
ALL /
BACKFILL 1 1/2 SACK
DEPTHS
CONTROLLED LOW-STRENGI
MATERIAL WITH PEA GRAVEI
(FLOWABLE FILL).
STEEL ENCASEMENT TO BE
2 NOMINAL PIPE SIZES
LARGER THAN MAIN
0. D. + 18"
(MAX)
NOTE:
TAC ALL ASPHALT JOINTS.
2 ASPHALT PAVEMENT CUT REPAIR DETAIL (TXDOT)
N.T.S.
VARIES —1 f / BACK OF CURB OR
EDGE OF PAVEMENT
In
CONC. CURB
4 MIN. TYPICAL BLUE
MECHANICALLY COVER DRAIN RAISED PAVEMENT
/REST INED HOLE MARKER PLACED
AT CENTERLINE
OF ROADWAY
TYPICAL 2,500 PSI
3' 1 CONCRETE THRUST
MIN.+ BLOCK
TYPICAL 2,500 PSI 1211
S I
VALVE BLOCKING o 0 ores 1 MIN.
(FM 1204) DREW
(FM 1204) DREW
KEUKA
KUMA
8
STONEIILL
1Dt
S70NENILL
�
2
R
BWEFIEID ST.
BLUEFlEID ST.
VELANDVA n
qW VELANOVA
NEWCOMB
NEWCOYB
KENT ST.
�� KENT ST.
FURIIAN
FURYAN
ADRAN
ADRNN
ST.
100 URSUUNE ST.
URSUUNE
FRNCETDN S
PRNCETON
KEYPER ry
ERSKIME ST. BDO
KEYPER
G00 ERSKINE ST.
COLCA7E
COL"7E
1ST ST.
1ST ST.
411 ST.
47N SI.
91H ST.
9T11 ST.
141H ST.
147N ST.
197" ST.
o0
197N ST.
247H ST.
24TH ST.
29TN ST.
29TH ST.
34TN ST.
347N ST.
307H ST.
000,
39TN ST.
447H ST.
447N ST.
BOTH ST.
507N ST.
557" ST.
55TN ST.
MST ST
GIST ST.
667N ST.
BBTN ST.
72ND ST.
70!D ST.
77TH ST,
77T11e?lo
SI.
Gyp ST.
BIND ST.
BM ST.
° Ww am ST.
93RD ST.
°O'
93RD ST.
am ST.
9m ST.
1d/T11 ST.
'"11 ST.
109D1 ST.
1097H ST.
„4,N 9T.
I
114TH ST.
I1am ST.
"°7H Sr.
1247N W.F.Y.
1247N Sr.
LOCATION
F.M.1585 (130T11 ST.)
150 (1307N ST.)
1347H ST.
134TN ST.
14071 ST.
1401N ST.
I4B7N ST.
1"IN ST.
152ND ST.
152M ST.
WOODROW RD.
WOODROW RD.
�
1�44f
g g
� �00 a
9
8J
7900n�hQQQj 7300
500
its,
g
3400 2500
6000008 100
W700
Flo 8
i
VICINITY MAP
VALVE BOXES, FILL THEM WITH CEMENT STABILIZED MATERIAL TO WITHIN 2 INCHES OF SURFACE. TOP
2 INCHES SHALL BE HMAC IF SURROUNDING PAVEMENT IS ASPHALT OR CONCRETE IF SURROUNDING
PAVEMENT IS CONCRETE.
ALL DOMESTIC WATER SERVICE CONNECTIONS AND WATER METERS SHALL BE A MINIMUM OF 1" IN SIZE
UNLESS OTHERWISE NOTED, LINE SIZE SHALL MATCH THE WATER METER SIZE.
SEWER SERVICE SHALL BE A MINIMUM OF 4" IN SIZE. SIZE ON SIZE SEWER SERVICE CONNECTIONS
SHALL NOT BE ALLOWED.
SITE SPECIFIC GENERAL NOTES:
EXISTING ASPHALT SURFACING REMOVED DURING CONSTRUCTION SHALL BE SALVAGED AND DELIVERED
TO 8425 NORTH AVENUE P. THE CONTRACTOR SHALL COORDINATE WITH THE STREET MAINTENANCE SUPERVISOR
BY CALLING 806-775-2358.
SWPPP:
1. LESS THAN 1 ACRE - MS4 ONLY
SINCE TOTAL LAND DISTURBANCE IS LESS THAN ONE ACRE AT A GIVEN TIME, TPDES CGP AND SWP3
REQUIREMENTS DO NOT APPLY. HOWEVER, BMP'S ARE RECOMMENDED ONSITE, ESPECIALLY SURROUNDING
SENSITIVE MS4 FEATURES. PER CITY OF LUBBOCK ORDINANCE 22.11, THE CITY OF LUBBOCK RETAINS THE
AUTHORITY TO REQUIRE A SWP3 AND INSTALLATION OF BMP'S IF SITE(S) IS DISCHARGING EXCESS
POLLUTANTS INTO MSA.
2. 1 - 4.99 ACRES - SMALL CONSTRUCTION SITE
• PREPARE AND SUBMIT SWP3 TO CITY OF LUBBOCK NO LATER THAN 7 DAYS PRIOR TO
COMMENCEMENT OF LAND DISTURBANCE; MUST BE SUBMITTED THROUGH CSS PORTAL FOUND AT
LUBBOCKSTORMWATER.ORG/
• SWP3 MUST BE PREPARED TO TCEQ AND CGP STANDARDS
• INCLUDE COMPLETED CITY OF LUBBOCK COVER PAGE
• CITY OF LUBBOCK PROJECT - REVIEW FEE WILL BE WAIVED
• SUBMIT AND POST SMALL CONSTRUCTION SITE NOTICE FOR VIEWING AT CONSTRUCTION SITE
• INSTALL AND MAINTAIN BMP'S PER MANUFACTURERS SPECIFICATIONS
COORDINATION AND
-SW -SWSW -SW SW -SW -SW -SW -SW -SW -SW -SW -SW -SW -SW W -SW -SW -SW -SW -SW -SW -SW -SW -SW -SW -SW -SW -
f
-.CFO- FO FO FO F0 FO _ _FO Fa==-F U U - U U - U - U ._ ...._ -- .._ .. ...0 -.0 -.U� - U` E U U U U `- - ,.. ..
-U U U--U -U U U U �7 -� -U -
--- ---F2--FQ--F�F4FO_--FS��Q_FJJF(l--FJJ--�0.--F-0--0. E00.----F-0----FE�B---FFY--
W W W W W W W W W W W W W W W W W W W W W W W W W W-
-------------------- -�------------------------------------------------------------ - - - - - -
----------------------.
PROPOSED 16" PVC C-900 WATER 5' ROW
STA=3+99 10' UUE
N=7246821.85
E=947092.72
EXISTING GRADE
3+99 STA5+00
16" X 8" TEE VPI - 16" PVC
3193.78 FL 3195.19 FL
0 FL
w — SW — SW — SW — SW — SW — SW - "s-SW — SW — SW — SW — SW — SW — SW — SW — SW — SW — S'N — SW — SW — SW — SW — SW — SW — SW — SW — SW — SWJ SW —
)OF-- OP4L , ONE ONF O�f 141,= dFir-dR� OFt� di dFl dl it-- — dli, 01r. dF?� dF+4 oFt' oNt OHS ii� RE— HF R—HF ORE— QHF— 07F— OF+� ORE OFF 6— OHF— OHE-
U U U U
U U U U —U —U —U U —U —U —U —U —U U U U U U U U U U U
FD---F1---FO_--F--FO_-----ED--FO_--EO--F�E9--�Q--ESCES _ -=- F0—F0 F0 F0FO F�F0—F0 - - - - —FO FO FO FO FC FO FO I
N W W W W W W W W W W W W W W W W W W W W W W W W W W W
_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _
PROPOSED 16" PVC C-900 WATER
STA=14+00 909
N=7246790.60
E=948093.14
PROPOSED BORE
VC C-900 WATER
EEL ENCASEMENT
EDGE OF CURD
- orE/-- g� OF+ — ram— 01 o — o
a
" PP TxDOT ROW
U �' FIRE HYDRANT
STA=26+29 0' STA=26+44
N=7246752.11 N=7246751.65
E=949321.93 r E=949336.94
I
5' ROW
STA=28+20
N=7246765.11
E=949505.99
STA 28+83
16" GATE VALVE
16" PLUG
LUBBOCK
CITY LIMI
3210
3205
3200
3195
3190
N.T.S. N.T.S. N.T.S.
PIPE 5.01 f+1.0' MAX
�
tNG SPACERS ADDITIONAL SPACERS,
IT AS REQUIRED TYP. EACH END
(IMUM SPACING OF CASING PIPE
PIPE
ATED L = D, WITH L MAX. = 16"
i, AND
YP. D
2R9
L L
END OF CASING PIPE TO REMOVE ALL SHARP
TO PREVENT DAMAGE TO THE LINER MATERIAL.
ID -SEAL SHALL BE ATTACHED TO THE PIPE AND
3 SO AS TO PROVIDE A TIGHT END SEAL.
SINGS OVER 12 INCHES IN DIAMETER, PROVIDE
'LAMPS OR BANDS ON EACH END OF EACH SEAL.
EXCAVATED
TRENCH
WIDTH
MIN. O.D. +12"
MAX. O.D. +18"
VARIES
ALL
DEPTHS
1'
D
4'
TRENCH BACKFILL:
BACKFILL
EMBEDMENT
BEDDING
-BEDDING SHALL BE SELECT SAND OR AGGREGATE FREE FROM ROCKS, CLODS, ROOTS
OR OTHER DEBRIS LARGER THAN 112".
-THE EMBEDMENT AROUND THE PIPE AND TO A POINT 12" ABOVE THE TOP OF THE PIPE
SHALL BE CAREFULLY PLACED BY HAND. EMBEDMENT MATERIAL SHALL BE CRUSHED STONE
WITH IRREGULAR SURFACES AND EXTEND TO 12" ABOVE TOP OF PIPE. IF'D' IS LESS THAN
12" EMBEDMENT IS NOT REQUIRED FOR WATER LINES.
THE REMAINDER OF THE BACKFILL THAT IS ABOVE 12" HIGHER THAN THE TOP OF THE PIPE
AT ALL LOCATIONS EXCEPT UNDER HIGHWAY CROSSINGS SHALL BE BACKFILLED WITH LOOSE
EXCAVATED MATERIAL IN 8" MAXIMUM LIFTS. THE CONTUCTOR SHALL EMPLOY AN
EXCAVATOR -MOUNTED TRENCH ROLLER OR OTHER COMPACTION EQUIPMENT TO PROVIDE
BACKFILL DENSITIES AT LEAST EQUIVALENT TO THE SURROUNDING UNDISTURBED MATERIAL
OR 95% STANDARD PROCTOR DENSITY WHICHEVER IS GREATER). SURFACE FLOODING OR
WATER JETTING IS NOT ALLOWED AS A COMPACTION METHOD. DENSITY TESTS SHALL BE
PERFORMED ONCE EVERY 500' FOR EACH LIFT AND SUBMITTED TO THE CITY OF LUBBOCK WATER
UTILITIES ENGINEERING DEPARTMENT FOR RECORD.
6TRENCH DETAIL
) N.T.S.