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SMALL DIAMETER WATER MAIN EXTENSIONS, REPLACEMENTS
& RELOCATIONS CONTRACT 2017
City Project No. 100993
W6
OFFICIAL RECORD
CITY SECRETARY
•
FT.WORTH,TX
CERTIFICATE OF INTERESTED PARTIES FORM 1295
loft
Complete Nos.l-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. 2017-243676
Tejas Commercial Construction LLC
Ft.Worth,TX United States I Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 08/01/2017
being filed.
City of Fort Worth Date Acknowl ed:
3 Provide the identification numb4r used by the governmental entity 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.
City Project No.100993
Small Diameter Water Main Eft., Replmt&Relocations Contract 2017
Nature of interest
4
Name of Interested Party City,State,Country(place of business) (check applicable)
controlling Intermediary
Allen,Charles Ff.Worth,TX United States X
i
5 Check only if there is NO Interested Party. ❑
6 AFFIDAVIT I swear,or affirm,under
penalty of perjury,that the above disclosure is true and correct.
KiMLA SHELLEY
Notary Public. State of Texas My Conwds'�ion Expires
�. SEPTEMBER 18, 2010 Signature of authorized agent of contracting business entity
AFFIX NOTARY STAMP/SEAL ABOVE
Sworrw tnd subscribed before me,by the said this the day of "� ,
20h1 to certify which,wftrt®ss my hand akdsew 6t#Le. V+
d
�Jv/4:
C l
Signa re of officer administering oath Printed na a of officer administering oath Title of officer administe g oath
Forms provided by Texas Ethics Commission www.ethics.state.ix.us Version V1.0.883
FORTWORTH
PROJECT MANUAL
.. FOR
THE CONSTRUCTION OF
SMALL DIAMETER WATER MAIN
EXTENSIONS, REPLACEMENTS &
RELOCATIONS CONTRACT 2017
- City Project No. 100993
Betsy Price David Cooke
Mayor City Manager
.. Kara L. Shuror
Interim Water Director
Prepared for
The City of Fort Worth
WATER DEPARTMENT
—
2017
r
727X
CITY OF FORT WORTH, TEXAS
WATER DEPARTMENT
SMALL DJA METER WATER MAIN
EXTENSIONS,REPLACEMENTS&
RELOCATIONS CONTRACT 2017
City Project No. 100993
SARA L.SHUROR
INTERIMDIRECTOR
WATER DEPARTMENT
2017
APP$a7" 4 6SL
fL,( CHRIS HARDER,P.E.,ASSISTANTRECTOR,WATER DEPARTMENT
APPROVED �J,,[ �an41. 1, 7
,
TOMSHOLOLA,P.E.,ENGINEERING MANAGER,WATER DEPARTMENT
RECOM.iVMND DATE
FQRT WORTH,
City of Fort Worth
Standard Construction Specification
Documents
Adopted September 2011
00 00 00-1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page I of 4
SECTION 00 00 00
TABLE OF CONTENTS
Division 00- General Conditions
00 05 10 Mayor and Council Communication
00 05 15 Addenda
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 35 13 Conflict of Interest Affidavit
004100 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 11 Bidders Prequalifications
00 45 12 Prequalification Statement
00 45 13 Bidder Prequalification Application
00 45 26 Contractor Compliance with Workers'Compensation Law `
00 45 40 Minority Business Enterprise Goal
00 45 41 Small Business Enterprise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
007200 General Conditions
007300 Supplementary Conditions
Division 01 - General Requirements
01 11 00 Summary of Work
01 25 00 Substitution Procedures
01 31 19 Preconstruction Meeting
01 32 16 Construction Progress Schedule
01 32 33 Preconstruction Video
01 33 00 Submittals
01 35 13 Special Project Procedures
01 45 23 Testing and Inspection Services
01 50 00 Temporary Facilities and Controls
01 55 26 Street Use Permit and Modifications to Traffic Control
01 57 13 Storm Water Pollution Prevention Plan
01 58 13 Temporary Project Signage
01 60 00 Product Requirements
01 66 00 Product Storage and Handling Requirements
01 70 00 Mobilization and Remobilization
01 71 23 Construction Staking and Survey
01 74 23 Cleaning
01 77 19 Closeout Requirements
01 78 23 Operation and Maintenance Data
01 78 39 Project Record Documents
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 2,2016 RELOCATIONS CONTRACT 2017
City Project No.100993 �"
000000-2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 4
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
Division 02-Existing Conditions
0241 14 Utility Removal/Abandonment
Division 32-Exterior Improvements
3201 17 Permanent Asphalt Paving Repair
3201 18 Temporary Asphalt Paving Repair
32 17 23 Pavement Markings
3231 13 Chain Fences and Gates
32 31 26 Wire Fences and Gates
32 31 29 Wood Fences and Gates
Division 33-Utilities
33 05 14 Adjusting Manholes, Inlets,Valve Boxes, and Other Structures to Grade
33 12 10 Water Services 1-inch to 2-inch
33 1211 Large Water Meters
33 1225 Connection to Existing Water Mains
331240 Fire Hydrants
Division 34-Transportation
3471 13 Traffic Control
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's Buzzsaw site at:
htps://proiectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20-
%20Construction%20Documents/Specifications
Division 02-Existing Conditions
0241 15 Paving Removal
Division 03- Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material(CLSM)
03 34 16 Concrete Base Material for Trench Repair
Division 26-Electrical
None
Division 31 -Earthwork
313700 Riprap
Division 32-Exterior Improvements
32 01 29 Concrete Paving Repair
32 11 23 Flexible Base Courses
32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps
32 14 16 Brick Unit Paving
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 2,2016 RELOCATIONS CONTRACT 2017
"" City Project No.100993
000000-3
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 4
32 16 13 Concrete Curb and Gutters and Valley Gutters
32 92 13 Hydro-Mulching, Seeding, and Sodding
32 93 43 Trees and Shrubs
Division 33 -Utilities
33 04 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mains
33 05 10 Utility Trench Excavation,Embedment, and Backfill
33 05 16 Concrete Water Vaults
33 05 20 Auger Boring
33 05 22 Steel Casing Pipe
33 05 23 Hand Tunneling
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate
33 05 26 Utility Markers/Locators
33 05 30 Location of Existing Utilities --
33 1105 Bolts,Nuts,and Gaskets
33 11 10 Ductile Iron Pipe
33 1111 Ductile Iron Fittings
33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe
33 12 20 Resilient Seated Gate Valve
33 12 50 Water Sample Stations
Division 34 -Transportation
None
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions --
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.1) Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination -..
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 2,2016 RELOCATIONS CONTRACT 2017
City Project No.100993 "'
.. M&C Review Page 1 of 2
Official site of the City of Fort Worth,Texas
CITY COUNCIL AGENDA FORTY 11
COUNCIL ACTION: Approved on 8/29/2017 -Ordinance No. 22849-08-2017
REFERENCE 1,_.,C-28353 60SMALLDWMERR2017-
DATE: 8/29/2017 NO.: LOG NAME: TEJASC
CODE: C TYPE: CONSENT PUBLIC NO
HEARING:
SUBJECT: Authorize Execution of Contract with Tejas Commercial Construction, LLC, in the Amount
of$750,000.00 for the Small Diameter Water Main Extensions, Replacements and
Relocations Contract 2017, Provide for Additional Contract Costs and Contingencies for a
Project Amount of$900,000.00 and Adopt Appropriation Ordinance (ALL COUNCIL
DISTRICTS)
RECOMMENDATION:
It is recommended that the City Council:
1. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Water Capital Projects Fund from available funds in the amount of$900,000.00; and
2. Authorize execution of a contract with Tejas Commercial Construction, LLC, in the amount of
$750,000.00 for the Small Diameter Water Main Extensions, Replacements and Relocations Contract 2017,
with up to two renewals(City Project No.100993).
DISCUSSION:
The work to be performed under this contract consists extending, replacing and/or relocating small diameter
water mains and water main services lines.
The bid documents included a stipulation that the total quantities listed may not reflect actual quantities and
that the amount budgeted for the project is$750,000.00. Final payments will be made based on actual
measured quantities. The bid documents also included a stipulation giving the City the option to renew
(subject to appropriated funding)this contract two times under the same terms, conditions and unit prices.
This project will have no impact on the Water Department's operating budget when completed. Construction
is expected to start October 2017 and be completed by October 2018 or when the contract amount is
exhausted.
M/ BE OFFICE: Tejas Commercial Construction, LLC, is in compliance with the City's BDE Ordinance by
committing to five percent MBE participation. The City's MBE goal on this project is five percent.
Additionally, Tejas Commercial Construction, LLC, is a certified M/WBE firm.
The project is located in ALL COUNCIL DISTRICTS .
FISCAL INFORMATION/CERTIFICATION:
The Director of Finance certifies that upon approval of the above recommendations and adoption of the
attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of
the Water Capital Projects Fund. The Fiscal Year 2017 Water Operating Fund budget includes
appropriations of$31,636,073.00 for the purpose of providing Pay-As-You-Go funding for Sewer Capital
projects. The Water Pay-As-You Go funding is exhausted for Fiscal Year 2017, so this project is being
.,, funded with Sewer Pay-As—You-Go in order to award this contract this fiscal year.After this transfer for
Fiscal Year 2017, the balance will be$585,221.00.
http://apps.cfwnet.org/council 9/5/2017
M&C Review Page 2 of 2
Appropriations for the Small Diameter Water Main Extensions, Replacements and Relocations Contract
2017 Project are depicted in the table below:
Existing Project
FUND Appropriations Additional Appropriations Total*
Water
Capital $0.00 $900,000.00 $900,000.00
Projects
Fund 56002
Project $0.00 $900,000.00 $900,000.00
Total 117 1
*Numbers rounded for presentation purposes.
TO
"'" Fund Department Account Project Program Activity Budget Reference# Amount
I ID Year Chartfield 2
••R FROM
Fund Department Account Project Program Activity Budget Reference# Amount
ID ID Year Chartfield 2
Submitted for City Manager's Office by: Jay Chapa (5804)
Originating Department Head: Kara Shuror(8819)
Additional Information Contact: Adolfo Lopez(7829)
ATTACHMENTS
60SMALLDWMERR2017 TEJASC 1295 Form.pdf
60SMALLDWMERR2017-TAJASC 60 AO 17Rev.docx
http://apps.cfwnet.org/council_packet/mc review.asp?ID=25049&councildate=8/29/2017 9/5/2017
CITY OF FORT WORTH
WATER DEPARTMENT
ENGINEERING SERVICES DIVISION
ADDENDUM NO. 1
SMALL DIAMETER WATER MAIN
EXTENSIONS,REPLACEMENTS &
RELOCATIONS CONTRACT 2017
CITY PROJECT NO. 100993
RELEASE DATE:June 13,2017
INFORMATION TO BIDDERS:
The Specifications and Contract Documents for the above mentioned project are revised and amended as follows:
1. In SECTION 00 42 43 PROPOSAL FORM;For clarification of Pay.Items 89 through 93,
+.� the Descriptions Shall be revised as follows:
89 Meter Vault for 3-inch Meter
. (Meter not included in Bid)
90 Meter Vault for 4-inch Meter
(Meter not included in Bid)
91 Meter Vault for 6-inch Meter
(Meter not included in Bid)
92 Meter Vault for 8-inch Meter
(Meter not included in Bid)
93 Meter Vault for 10-inch Meter
(Meter not included in Bid)
wr
2. In SECTION 00 42 43 PROPOSAL FORM; as this contract is for small diameter(12-inch and
smaller)the following Pay Items shall be deleted from the proposal:
97 16-inch Water Pressure Plug
151 16-inch DIP Sewer Pipe
(Replacement at Variable Depths)
- 152 15-inch PVC Sewer Pipe
(Replaceipent at Various Depths)
-R 3. In SECTION 015813 TEMPORARY PROJECT SIGNANGE; this specification shall include
the following deviation:
.. B.Deviations from the City of Fort Worth Standard Specification
1. Due to the unique nature of this contract Temporary Project Signage is not
required.
4. In SECTION 32 0117 PERMANENT ASPHALT PAVING REPAIR; For clarification of this
specification,the deviation shall be revised as follows:
2} Measurement for proposed service line to be from lip of gutter or edge of
paving to the limit of the asphalt pavement repair for water or sewer lines.
Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope,
w
RECEIPT ACKNOWLEDGED:
45: �� KARA L.SHUROR
711//;7 INTERIM DIRECTOR,WATER DEPARTMENT
By:
J' Deeter,P.E.,
ater Department
Engineering Services
w
.Mr
CITY OF FORT WORTH
WATER DEPARTMENT
ENGINEERING SERVICES DIVISION
ADDENDUM NO.2
SMALL DIAMETER WATER MAIN
EXTENSIONS,REPLACEMENTS &
RELOCATIONS CONTRACT 2017
CITY PROJECT NO. 100993
RELEASE DATE:June 29,2017
INFORMATION TO BIDDERS:
w
The Specifications and Contract Documents for the above mentioned project are revised and amended as follows:
1. In SECTION 00 1113 INVITATION TO BIDDERS; The Bid Opening Date will he
'u postponed from Thursday June 2.9,201.7 to Thursday July 6,2017
Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope.
RECEIPT ACKNOWLEDGED:
KARA L. SHUROR
INTERIM DIRECTOR,WATER DEPARTMENT
l
By: t/ _
4m Deeter,P.E.
Water Department
Engineering Services
r.
w
001113-1
INVITATION TO BIDDERS
Page 1 of 2
1 SECTION 00 11 13
2 INVITATION TO BIDDERS
3 RECEIPT OF BIDS
.» 4 Sealed bids for the construction of SMALL DIAMETER WATER MAIN EXTENSIONS,
5 REPLACEMENTS & RELOCATIONS CONTRACT 2017,City Project no. 100993 will be
6 received by the City of Fort Worth Purchasing Office:
7
8 City of Fort Worth
9 Purchasing Division
�. 10 1000 Throckmorton Street
11 Fort Worth,Texas 76102
12 until 1:30 P.M. CST,Thursday,June 29,2017,and bids will be opened publicly and read
13 aloud at 2:00 PM CST in the Council Chambers.
14
15 GENERAL DESCRIPTION OF WORK
16 The major work will consist of the(approximate)following:
�. 17
18 Extension,Replacement& Relocation of Small Diameter Water Mains(12-inch and Less)
19 and Water Services.
. 20
21 TIME PERIOD AND RENEWALS
22 The time period of this Agreement will be for one calendar year or the expiration of the funding,
23 whichever occurs last.The City reserves the right to renew the contract for up to two(2)
24 additional one calendar year time periods or up to two(2)additional funded expenditures of
25 $750,000.00 under the same terms,conditions and unit prices. The City shall provide at least
26 sixty(60)days' notice to the Contractor of the City's intent to renew.
27
28 PREQUALIFICATION
29 The improvements included in this project must be performed by a contractor who is pre-
30 qualified by the City at the time of bid opening. The procedures for qualification and pre-
31 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS.
32
33 DOCUMENT EXAMINATION AND PROCUREMENTS
34 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
35 of Fort Worth's Purchasing Division website at http://www.fortworthtexas.goy//purchasing/and
,. 36 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site.The
37 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or
38 suppliers. The contractor is required to fill out and notarize the Certificate of Interested
39 Parties Form 1295 and the form must be submitted to the Project Manager before the
40 contract will be presented to the City Council. The form can be obtained at
41 httys://www.ethics.state.tx.us/tec/1295-Info.htm.
42
43 Copies of the Bidding
and Contract Documents may be obtained from:
44 Adolfo Lopez
45 Water Department,Design Services
46 927 Taylor Street
47 Fort Worth,Texas 76102
48
49
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 22,2016 RELOCATIONS CONTRACT 2017
"" City Project No.100993
001113-2
INVITATION TO BIDDERS
Page 2 of 2 "R
1 There is no cost for Bidding and Contract Documents
2 -.
3 CITY'S RIGHT TO ACCEPT OR REJECT BIDS
4 City reserves the right to waive irregularities and to accept or reject bids.
5
6 INQUIRIES
7 All inquiries relative to this procurement should be addressed to the following:
8 Attn: Adolfo Lopez, City of Fort Worth
9 Email: adolfo.lopez@fortworthtexas.gov
10 Phone: (817) 392-7829
11 AND/OR
12 Attn: Jim Deeter, P.E.,City of Fort Worth
13 Email: jim.deeterWortworthtexas.gov
14 Phone: (817) 392-7803
15
16 ADVERTISEMENT DATES
17 June 1,2017
18 June 8,2017
19
20 END OF SECTION
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 22,2016 RELOCATIONS CONTRACT 2017
City Project No.100993
002113-1
INSTRUCTIONS TO BIDDERS
Page 1 of 9
1 SECTION 00 2113
2 INSTRUCTIONS TO BIDDERS
3
4 1. Defined Terms
'! 5
6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72
7 00 -GENERAL CONDITIONS.
8
9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
10 meanings indicated below which are applicable to both the singular and plural thereof.
— 11
12 1.2.1. Bidder: Any person,firm,partnership,company, association,or corporation acting
13 directly through a duly authorized representative, submitting a bid for performing
,. 14 the work contemplated under the Contract Documents.
15
16 1.2.2. Nonresident Bidder: Any person,firm,partnership,company,association,or
17 corporation acting directly through a duly authorized representative,submitting a
18 bid for performing the work contemplated under the Contract Documents whose
19 principal place of business is not in the State of Texas.
20
21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
22 (on the basis of City's evaluation as hereinafter provided)makes an award.
23
24 2. Copies of Bidding Documents
25
26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
27 resulting from the Bidders use of incomplete sets of Bidding Documents.
28
29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the
... 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
31 for any other use.
32
33 3. Prequalification of Bidders (Prime Contractors and Subcontractors)
34
35 3.1.All Bidders and their subcontractors are required to be prequalified for the work types
36 requiring prequalification at the time of bidding. Bids received from contractors who are
'® 37 not prequalified(even if inadvertently opened) shall not be considered. Prequalification
38 requirement work types and documentation are as follows:
39
40 3.1.1. Water and Sanitary Sewer—Requirements document located at;
41 https://vrojectpoint.buzzsaw.com/fortworthaov/Resources/02%20-
42 %20Construction%2ODocuments/Contractor%20EMualification/Water%20and%2
-- 43 OSanitary%2OSewer%2OContractor%20Prequalification%2OProgam/WSS%20pre
44 qual%20requirements.doc?public
45
.. 46 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within
47 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00
48 45 11,BIDDERS PREQUALIFICATIONS.
49
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
"" City Project No.100993
002113-2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.2.1. Submission of and/or questions related to prequalification should be addressed to
2 the City contact as provided in Paragraph 6.1.
3
4
5 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low
6 bidder(s)for a project to submit such additional information as the City, in its sole
7 discretion may require, including but not limited to manpower and equipment records,
8 information about key personnel to be assigned to the project, and construction schedule,
9 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to
10 deliver a quality product and successfully complete projects for the amount bid within
11 the stipulated time frame. Based upon the City's assessment of the submitted
12 information, a recommendation regarding the award,of a contract will be made to the
13 City Council. Failure to submit the additional information, if requested, may be grounds
14 for rejecting the apparent low bidder as non-responsive. Affected contractors will be
15 notified in writing of a recommendation to the City Council.
16
17 3.4.In addition to prequalification,additional requirements for qualification may be required
18 within various sections of the Contract Documents.
19
20 4. Examination of Bidding and Contract Documents,Other Related Data,and Site
21
22 4.1.Before submitting a Bid,each Bidder shall:
23
24 4.1.1. Examine and carefully study the Contract Documents and other related data
25 identified in the Bidding Documents(including "technical data"referred to in
26 Paragraph 4.2.below). No information given by City or any representative of the
27 City other than that contained in the Contract Documents and officially
28 promulgated addenda thereto, shall be binding upon the City.
29
30 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and
31 site conditions that may affect cost,progress,performance or furnishing of the
32 Work.
33
34 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
35 progress,performance or furnishing of the Work.
36
37 4.1.4. Not Used
38 --
39 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or
40 contiguous to the Site and all drawings of physical conditions relating to existing
41 surface or subsurface structures at the Site(except Underground Facilities)that
42 have been identified in the Contract Documents as containing reliable "technical
43 data" and(ii)reports and drawings of Hazardous Environmental Conditions,if any,
44 at the Site that have been identified in the Contract Documents as containing
45 reliable "technical data."
46
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
City Project No.100993
0021 13-3
INSTRUCTIONS TO BIDDERS
^^ Page 3 of 9
1 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of
2 the information which the City will furnish. All additional information and data
3 which the City will supply after promulgation of the formal Contract Documents
4 shall be issued in the form of written addenda and shall become part of the Contract
5 Documents just as though such addenda were actually written into the original
6 Contract Documents. No information given by the City other than that contained in
7 the Contract Documents and officially promulgated addenda thereto, shall be
8 binding upon the City.
9
10 4.1.7. Perform independent research, investigations,tests,borings, and such other means
11 as may be necessary to gain a complete knowledge of the conditions which will be
12 encountered during the construction of the project. On request,City may provide
13 each Bidder access to the site to conduct such examinations,investigations,
14 explorations,tests and studies as each Bidder deems necessary for submission of a
15 Bid. Bidder must fill all holes and clean up and restore the site to its former
16 conditions upon completion of such explorations,investigations,tests and studies.
17
18 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the
19 cost of doing the Work,time required for its completion, and obtain all information
20 required to make a proposal. Bidders shall rely exclusively and solely upon their
21 own estimates, investigation,research,tests, explorations, and other data which are
22 necessary for full and complete information upon which the proposal is to be based.
23 It is understood that the submission of a proposal is prima-facie evidence that the
24 Bidder has made the investigation,examinations and tests herein required. Claims
25 for additional compensation due to variations between conditions actually
26 encountered in construction and as indicated in the Contract Documents will not be
27 allowed.
28
.. 29 4.1.9. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or
30 between the Contract Documents and such other related documents. The Contractor
31 shall not take advantage of any gross error or omission in the Contract Documents,
32 and the City shall be permitted to make such corrections or interpretations as may
33 be deemed necessary for fulfillment of the intent of the Contract Documents.
34
35 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of:
36
37 4.2.1, those reports of explorations and tests of subsurface conditions at or contiguous to
38 the site which have been utilized by City in preparation of the Contract Documents.
39 The logs of Soil Borings, if any,on the plans are for general information only.
40 Neither the City nor the Engineer guarantee that the data shown is representative of
41 conditions which actually exist.
42
43 4.2.2. those drawings of physical conditions in or relating to existing surface and
44 subsurface structures (except Underground Facilities) which are at or contiguous to
45 the site that have been utilized by City in preparation of the Contract Documents.
46
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
"` City Project No.100993
0021 13-4
INSTRUCTIONS TO BIDDERS
Page 4 of 9 ..
1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
2 on request. Those reports and drawings may not be part of the Contract
3 Documents,but the "technical data" contained therein upon which Bidder is entitled
4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
6 responsible for any interpretation or conclusion drawn from any "technical data" or
7 any other data,interpretations,opinions or information.
8
9 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder (i) --
10 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without
11 exception the Bid is premised upon performing and furnishing the Work required by the
12 Contract Documents and applying the specific means,methods,techniques, sequences or
13 procedures of construction(if any)that may be shown or indicated or expressly required
14 by the Contract Documents, (iii)that Bidder has given City written notice of all
15 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the _
16 written resolutions thereof by City are acceptable to Bidder,and when said conflicts,
17 etc., have not been resolved through the interpretations by City as described in
18 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate
19 and convey understanding of all terms and conditions for performing and furnishing the
20 Work.
21
22 4.4.The provisions of this Paragraph 4, inclusive,do not apply to Asbestos, Polychlorinated
23 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by
24 Paragraph 4.06.of the General Conditions, unless specifically identified in the Contract
25 Documents.
26
27 5. Availability of Lands for Work,Etc.
28
29 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for
30 access thereto and other lands designated for use by Contractor in performing the Work
31 are identified in the Contract Documents. All additional lands and access thereto
32 required for temporary construction facilities,construction equipment or storage of
33 materials and equipment to be incorporated in the Work are to be obtained and paid for
34 by Contractor. Easements for permanent structures or permanent changes in existing
35 facilities are to be obtained and paid for by City unless otherwise provided in the ~`
36 Contract Documents.
37
38 5.2.Outstanding right-of-way,easements, and/or permits to be acquired by the City are listed
39 in Paragraph SC 4.01 of the Supplementary Conditions.In the event the necessary right-
40 of-way,easements, and/or permits are not obtained,the City reserves the right to cancel
41 the award of contract at any time before the Bidder begins any construction work on the
42 project.
43
44 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
45 way, easements, and/or permits,and shall submit a schedule to the City of how
46 construction will proceed in the other areas of the project that do not require permits
47 and/or easements.
48
49
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
City Project No.100993
0021 13-5
INSTRUCTIONS TO BIDDERS
Page 5 of 9
1 6. Interpretations and Addenda
2
3 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to
4 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions
5 received after this day may not be responded to. Interpretations or clarifications
6 considered necessary by City in response to such questions will be issued by Addenda
7 delivered to all parties recorded by City as having received the Bidding Documents.
8 Only questions answered by formal written Addenda will be binding. Oral and other
9 interpretations or clarifications will be without legal effect.
10
11 Address questions to:
12
13 City of Fort Worth
14 1000 Throckmorton Street
15 Fort Worth,TX 76102
16 Attn: Adolfo Lopez,Water Department
17 Fax: (817)392-2527
18 Email: adolfo.lopez@fortworthtexas.gov
19 Phone: (817)392-7829
20
21
,,. 22 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by
23 City.
24
25 6.3.Addenda or clarifications may be posted via Buzzsaw at
26 https:Hproiecipoint.buzzsaw.conVclient/FortWorthgov/Infrastructure%2OProjects/10099
27 3%20-
28 %20Small%2ODiameter%2OWater%2OMain%2OExtensions,%20Replacements%20%26
29 %20Relocations%20Contract%202017/Bid%20Documents%20PackaQe
30
31 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or
32 INVITATION TO BIDDERS. Representatives of City will be present to discuss the
33 Project. Bidders are encouraged to attend and participate in the conference. City will
34 transmit to all prospective Bidders of record such Addenda as City considers necessary
35 in response to questions arising at the conference. Oral statements may not be relied
36 upon and will not be binding or legally effective.
37
... 38 7. Bid Security
39
40 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
41 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
42 the requirements of Paragraphs 5.01 of the General Conditions.
43
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
�' City Project No.100993
002113-6
INSTRUCTIONS TO BIDDERS
Page 6 of 9 --
1 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
3 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in
4 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited.
5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
6 other Bidders whom City believes to have a reasonable chance of receiving the award --
7 will be retained by City until final contract execution.
8
9 8. Contract Times
10 The number of days within which,or the dates by which,Milestones are to be achieved in
11 accordance with the General Requirements and the Work is to be completed and ready for
12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
13 attached Bid Form.
14
15 9. Liquidated Damages
16 Provisions for liquidated damages are set forth in the Agreement.
17
18 10. Substitute and "Or-Equal" Items
19 The Contract,if awarded,will be on the basis of materials and equipment described in the
20 Bidding Documents without consideration of possible substitute or "or-equal" items.
21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or"or-
22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to
23 City, application for such acceptance will not be considered by City until after the Effective
24 Date of the Agreement. The procedure for submission of any such application by Contractor
25 and consideration by City is set forth in Paragraphs 6.05A.,6.05B.and 6.05C.of the General
26 Conditions and is supplemented in Section 0125 00 of the General-Requirements.
27
28 11. Subcontractors,Suppliers and Others
29
30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
31 12-2011 (as amended), the City has goals for the participation of minority business
32 and/or small business enterprises in City contracts. A copy of the Ordinance can be
33 obtained from the Office of the City Secretary.The Bidder shall submit the MBE and
34 SBE Utilization Form, Subcontractor/Supplier Utilization Form,Prime Contractor
35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint �-
36 Venture Form as appropriate.The Forms including documentation must be received
37 by the City no later than 2:00 P.M.CST,on the second business days after the bid
38 opening date. The Bidder shall obtain a receipt from the City as evidence the
39 documentation was received. Failure to comply shall render the bid as non-
40 responsive.
41
42 11.2. No Contractor shall be required to employ any Subcontractor,Supplier,other person
43 or organization against whom Contractor has reasonable objection.
44
45 12. Bid Form
46
47 12.1. The Bid Form is included with the Bidding Documents; additional copies maybe
48 obtained from the City. "
49
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
City Project No.100993 •^
002113-7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing
3 the Bid Form. A Bid price shall be indicated for each Bid item,alternative, and unit
4 price item listed therein. In the case of optional alternatives,the words "No Bid,"
5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices,
.. 6 written in ink in both words and numerals, for which the Bidder proposes to do the
7 work contemplated or furnish materials required. All prices shall be written legibly.
8 In case of discrepancy between price in written words and the price in written
9 numerals,the price in written words shall govern.
10
11 12.3. Bids by corporations shall be executed in the corporate name by the president or a
.. 12 vice-president or other corporate officer accompanied by evidence of authority to
13 sign. The corporate seal shall be affixed. The corporate address and state of
14 incorporation shall be shown below the signature.
15
16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
17 partner, whose title must appear under the signature accompanied by evidence of
18 authority to sign. The official address of the partnership shall be shown below the
19 signature.
20
21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a
�. 22 member and accompanied by evidence of authority to sign. The state of formation of
23 the firm and the official address of the firm shall be shown.
24
25 12.6. Bids by individuals shall show the Bidder's name and official address.
26
27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
28 indicated on the Bid.Form The official address of the joint venture shall be shown.
29
30 12.8. All names shall be typed or printed in ink below the signature.
31
32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of
33 which shall be filled in on the Bid Form
34
35 12.10. Postal and e-mail addresses and telephone number for communications regarding the
36 Bid shall be shown.
37
.. 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance
40 to State Law Non Resident Bidder.
41
42 13. Submission of Bids
43 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents,
44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed
46 envelope, marked with the City Project Number, Project title,the name and address of
47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent
48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate
49 envelope with the notation "BID ENCLOSED" on the face of it.
50
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
"° City Project No.100993
002113-8
INSTRUCTIONS TO BIDDERS
Page 8 of 9
1 14. Modification and Withdrawal of Bids
2
3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office
4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal
5 must be made in writing by an appropriate document duly executed in the manner
6 that a Bid must be executed and delivered to the place where Bids are to be submitted
7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal
8 are opened and publicly read aloud,the Bids for which a withdrawal request has been
9 properly filed may, at the option of the City,be returned unopened. ..
10
11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
12 time set for the closing of Bid receipt.
13
14 15. Opening of Bids
15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
16 abstract of the amounts of the base Bids and major alternates(if any)will be made available
17 to Bidders after the opening of Bids.
18
19 16. Bids to Remain Subject to Acceptance
20 All Bids will remain subject to acceptance for the time period specified for Notice of Award
21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
22 City's sole discretion,release any Bid and nullify the Bid security prior to that date.
23
24 17. Evaluation of Bids and Award of Contract
25
26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights
27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
28 and to reject the Bid of any Bidder if City believes that it would not be in the best
29 interest of the Project to make an award to that Bidder,whether because the Bid is
30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
31 meet any other pertinent standard or criteria established by City. City also reserves
32 the right to waive informalities not involving price,contract time or changes in the
33 Work with the Successful Bidder. Discrepancies between the multiplication of units
34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
35 between the indicated sum of any column of figures and the correct sum thereof will
36 be resolved in favor of the correct sum. Discrepancies between words and figures
37 will be resolved in favor of the words.
38 --
39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
40 among the Bidders, Bidder is an interested party to any litigation against City,
41 City or Bidder may have a claim against the other or be engaged in litigation, ,
42 Bidder is in arrears on any existing contract or has defaulted on a previous
43 contract,Bidder has performed a prior contract in an unsatisfactory manner,or
44 Bidder has uncompleted work which in the judgment of the City will prevent or
45 hinder the prompt completion of additional work if awarded.
46
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
City Project No.100993 '^
0021 13-9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
1 17.2. City may consider the qualifications and experience of Subcontractors,Suppliers,and
2 other persons and organizations proposed for those portions of the Work as to which
-- 3 the identity of Subcontractors,Suppliers,and other persons and organizations must
4 be submitted as provided in the Contract Documents or upon the request of the City.
5 City also may consider the operating costs,maintenance requirements,performance
.� 6 data and guarantees of major items of materials and equipment proposed for
7 incorporation in the Work when such data is required to be submitted prior to the
8 Notice of Award.
9
10 17.3. City may conduct such investigations as City deems necessary to assist in the
11 evaluation of any Bid and to establish the responsibility,qualifications, and financial
12 ability of Bidders,proposed Subcontractors,Suppliers and other persons and
13 organizations to perform and furnish the Work in accordance with the Contract
14 Documents to City's satisfaction within the prescribed time.
15
16 17.4. Contractor shall perform with his own organization,work of a value not less than
17 35%of the value embraced on the Contract,unless otherwise approved by the City.
18
-- 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
20 responsive Bidder whose evaluation by City indicates that the award will be in the
21 best interests of the City.
22
23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
27 comparable contract in the state in which the nonresident's principal place of
28 business is located.
29
30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is
31 to be awarded, City will award the Contract within 90 days after the day of the Bid
^^� 32 opening unless extended in writing. No other act of City or others will constitute
33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
34 the City.
35
36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
37
38 18. Signing of Agreement
39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter
41 Contractor shall sign and deliver the required number of counterparts of the Agreement to
42 City with the required Bonds,Certificates of Insurance, and all other required documentation.
43 City shall thereafter deliver one fully signed counterpart to Contractor.
44
45
46
47 END OF SECTION
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 21,2015 RELOCATIONS CONTRACT 2017
City Project No.100993
w
00 35 13
BID FORM
' Page 1 of 1
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also
referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the
attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS
Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City
Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also
be downloaded from the website links provided below.
hftp://www.ethics.state.tx.us/forms/CIQ.pdf
http://www.ethics.state.tx.us/forms/CIS.pdf
CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
,.R ❑ CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
-- Tejas Commercial Construction, LLC By: Charles D. Allen
P.O. Box 10395 Signature: ,�1�
0
River Oaks, TX Title: Vice President
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120327 Copy of 00 41 00_00 43 13_00 42 43_00 43 37_00 45 12_00 35 13—Bid Proposal Workbook(002)
CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ
For vendor or other person doing business with local governmental entity
This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY
This questionnaire is being filed in accordance with Chapter 176,Local Government Code Date Received
by a person who has a business relationship as defined by Section 176.001(1-a)with a local
,. governmental entity and the person meets requirements under Section 176.006(a).
By law this questionnaire must be filed with the records administrator of the local governmental
entity not later than the 7th business day after the date the person becomes aware of facts
that require the statement to be filed. See Section 176.006,Local Government Code.
A person commits an offense if the person knowingly violates Section 176.006, Local
Government Code.An offense under this section is a Class C misdemeanor.
1 Name of person who has a business relationship with local governmental entity.
2 ❑ Check this box if you are filing an update to a previously filed questionnaire.
(The law requires that you file an updated completed questionnaire with the appropriate filing authority not
later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.)
3
Name of local government officer with whom filer has employment or business relationship.
Name of Officer
This section (item 3 including subparts A, B, C & D) must be completed for each officer with whom the filer has an
employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional
pages to this Form CIQ as necessary.
A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment
income, from the filer of the questionnaire?
Yes F--] No
B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income,from or at the
direction of the local government officer named in this section AND the taxable income is not received from the local
governmental entity?
QYes Q No
C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local
government officer serves as an officer or director, or holds an ownership of 10 percent or more?
F--] Yes QNo
D. Describe each employment or business relationship with the local government officer named in this section.
4
Signature of person doing business with the governmental entity Date
Adopted 06/29/2007
LOCAL GOVERNMENT OFFICER FORM CIS
CONFLICTS DISCLOSURE STATEMENT
(Instructions for completing and filing this form are provided on the next page.)
This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICE USE ONLY
This is the notice to the appropriate local governmental entity that the following local
government officer has become aware of facts that require the officer to file this statement Date Received
in accordance with Chapter 176,Local Government Code.
1 Name of Local Government Officer
m, 2 Office Held
3 Name of person described by Sections 176.002(a)and 176.003(a), Local Government Code
4 Description of the nature and extent of employment or other business relationship with person named in item 3
5 List gifts accepted by the local government officer and any family member, excluding gifts described by Section
176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed$250 during the 12-month
period described by Section 176.003(a)(2)(B)
Date Gift Accepted Description of Gift
Date Gift Accepted Description of Gift
Date Gift Accepted Description of Gift
(attach additional forms as necessary)
61 AFFIDAVIT
I swear under penalty of perjury that the above statement is true and correct. I acknowledge
that the disclosure applies to a family member(as defined by Section 176.001(2), Local
Government Code)of this local government officer. I also acknowledge that this statement
covers the 12-month period described by Section 176.003(a),Local Government Code.
Signature of Local Government Officer
AFFIX NOTARY STAMP / SEAL ABOVE
Sworn to and subscribed before me,by the said this the day
Of ,20 ,to certify which,witness my hand and seal of office.
Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath
Adopted 06/29/2007
LOCAL GOVERNMENT OFFICER
CONFLICTS DISCLOSURE STATEMENT
Section 176.003 of the Local Government Code requires certain local government officers to file this form. A
"local government officer" is defined as a member of the governing body of a local governmental entity; a
director, superintendent, administrator, president, or other person designated as the executive officer of the
local governmental entity; or an employee of a local governmental entity with respect to whom the local
governmental entity has, in accordance with Section 176.005,extended the requirements of Sections 176.003
and 176.004. This form is required to be filed with the records administrator of the local governmental entity
not later than 5 p.m. on the seventh business day after the date on which the officer becomes aware of the
facts that require the filing of this statement.
A local government officer commits an offense if the officer knowingly violates Section 176.003, Local
Government Code.An offense under this section is a Class C misdemeanor.
Please refer to chapter 176 of the Local Government Code for detailed information regarding the requirement
to file this form.
INSTRUCTIONS FOR COMPLETING THIS FORM
The following numbers correspond to the numbered boxes on the other side.
1. Name of Local Government Officer. Enter the name of the local government officer filing this statement.
2. Office Held. Enter the name of the office held by the local government officer filing this statement.
3. Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code. Enter
the name of the person described by Section 176.002, Local Government Code with whom the officer has an
employment or other business relationship as described by Section 176.003(a), Local Government Code.
4. Description of the nature and extent of employment or business relationship with person named
in item 3. Describe the nature and extent of the employment or other business relationship with the person
in item 3 as described by Section 176.003(a), Local Government Code.
5. List gifts accepted, excluding gifts described by Section 176.003(a-1), if aggregate value of the
gifts accepted from person named in item 3 exceed$250. List gifts accepted during the 12-month period
(described by Section 176.003(a), Local Government Code)by the local government officer or family member
of the officer, excluding gifts described by Section 176.003(a-1),from the person named in item 3 that in the
aggregate exceed$250 in value.
6. Affidavit. Signature of local government officer.
Adopted 06/29/2007
0041 00
BID FORM
Page 1 of 3
SECTION 00 41 00
BID FORM
W TO: The Purchasing Manager
c/o:The Purchasing Division
1000 Throckmorton Street
City of Fort Worth, Texas 76102
FOR: SMALL DIAMETER WATER MAIN EXTENSIONS,
REPLACEMENTS &RELOCATIONS CONTRACT 2017
`r City Project No.: 100993
Units/Sections: Water Improvements
w
1. Enter Into Agreement
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form
included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents
for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions
of the Contract Documents.
2. BIDDER Acknowledgements and Certification
,■, 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and
INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond.
.er 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will
provide a valid insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed
individual or entity and is not submitted in conformity with any collusive agreement or rules of any group,
association, organization, or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract.
For the purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to
influence the action of a public official in the bidding process.
.� b. "fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the
bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive
levels, or(c)to deprive City of the benefits of free and open competition..
c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without
the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive
levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their
property to influence their participation in the bidding process or affect the execution of the
Contract.
SMALL DIAMETER WATER MAIN
CITY OF FORT WORTH EXTENSIONS,REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
SIN Form Revised 20150821 City Project No.100993
0041 00
BID FORM
.. Page 2 of 3
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified contractors and
subcontractors:
.. a. Water Improvements-Replacement of Small Diameter Water Mains(12-inch and Less)
b..Lis.t work type here or space.
c. List warts type here or space
d. List work type here or space
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 365 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete
** the Work{and/or achievement of Milestones}within the times specified in the Agreement.
5. Attached to this Bid
r�
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph
5.01 of the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms(optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
"If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the
space provided below, please enter the total bid amount for this project. Only this figure will be read publicly
by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is
subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective
estimated quantities shown in this proposal and then totaling all of the extended amounts.
SMALL DIAMETER WATER MAIN
CITY OF FORT WORTH EXTENSIONS,REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
Form Revised 20150821 City Project No.100993
A
0041 00
BID FORM
on
Page 3 of 3
6.3. Total Bid Amount
Total Bid $2,870,225.00
7. Bid Submittal
This Bid is submitted on July 6, 2017 by the entity named below.
Respectfully submitted, Receipt is acknowledged of the Initial
following Addenda:
Addendum No. 1: Pf1'
.- (Signature) Addendum No. 2: C
Addendum No. 3:
Charles D.Allen Addendum No. 4:
(Printed Name)
Title: Vice President
Company: Tejas Commercial Construction, LLC Corporate Seal:
Address: P.O. Box 10395
River Oaks, TX ��+�� G� e.
State of Incorporation: Texas _ c
`• M:C
Email: callen(a)teiasconstruction.net - _ 4& ® ;C
too
Phone: 817-901-8499 j• _ •,
2009
'��tJl�iiillft111111````
END OF SECTION
w
r
er
SMALL DIAMETER WATER MAIN
CITY OF FORT WORTH EXTENSIONS,REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
Form Revised 20150821 City Project No.100993
004243
DID PROPOSAL
Pore 10713
A
SECCION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project[tem Information Bidders Proposal
w
Bid List Item Specification Unit of
Pay Item No. Section No. Bid Quantity Measurement Description Unit Price Bid Value
WATER IMPROVEMENTS
1 0170.0102 01 7000 120 EA Work Order Mobilization
Two Thousand Dollars
No Cents $2000.00 $240,000.00
2 3311.0061 3311 12 200 LF 4-inch PVC Water Pipe
Forty Dollars
No Cents $40.00 $8,000.00
3 3311.0161 3311 12 800 LF 6-inch PVC Water Pipe
am
Fifty Dollars
No Cents $50.00 $40,000.00
4 3311.0261 3311 12 1,600 LF 8-inch PVC Water Pipe
aIr
Fifty Five Dollars
No Cents $55.00 $88,000.00
5 3311.0361 3311 12 400 LF 10-inch PVC Water Pipe
art
Sixty Dollars
No Cents $60.00 $24,000.00
6 3311.0461 3311 12 400 LF 12-inch PVC Water Pipe
Eighty Seven Dollars
No Cents $87.00 $34,800.00
7 3311.0051 3311 10 100 LF 4-inch DIP Water
�! Sixty Dollars
No Cents $60.00 $6,000.00
8 3311.0151 3311 10 100 LF 6-inch DIP Water
Sixty Dollars
No Cents $80.00 $6,000.00
q 9 3311.0251 3311 10 100 LF 8-inch DIP Water
Eighty Dollars
No Cents $80.00 $8,000.00
If 10 3311.0351 3311 10 100 LF 10-inch DIP Water
Eighty Dollars
No Cents $80.00_ $8,000.00
e
11 3311.0451 3311 10 100 LF 12-inch DIP Water
Dollars
No Y Cents $90.00 $9,000.00
7
12 3305.2002 33 05 24 100 LF 8-inch Water Carrier Pipe,
(DIP w/Stainless Steel Casing Spacers)
Ninety Dollars
No __ Cents $90.00 $9,000.00
SMALL DIAMETER WATIM MAIN
CITY OF FORT WORTH EXTENSIONS.REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRALT 2017
Form RcA-d 30120120 CiM Pj tNo.IDW13
004243
BID PROPOSAL
Page 2 er 13
lAalY
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
PMJWA Item Idormation Bidders Proposal
Bid List Item Spwif.tim Unit of Pay Item No. Section No. Bid Quantile Measurement Description Unit Price Bid Value
13 3305.2003 33 05 24 100 LF 10-inch Water Carrier Pipe,
(DIP w/Stainless Steel Casing Spacers)
Ninety _Dollars
} No Cents $90.00 $9,000.00
14 3305.2004 33 05 24 100 LF 12-inch Water Carrier Pipe,
(DIP w/Stainless Steel Casing Spacers)
Ninety Five _ Dollars
No Cents $95.00 $9,500.00
15 3305.1002 33 05 22 100 LF 16-inch Casing by Open Cut,
(Welded Steel)
One Hundred Dollars
Nb Cents $100.00 $10,000.00
16 3305.1003 33 05 22 100 LF 20-inch Casing by Open Cut,
(Welded Steel)
One Hundred Thirty Dollars
s
No Cents $130.00 $13.00 .00
I 17 3305.1004 33 05 22 100 LF 24-inch Casing by Open Cut,
(Welded Steel)
One Hundred Forty Dollars
No Cents $140.00 $14,000.00
18 3305.1005 33 05 22 100 LF 30-inch Casing by Open Cut,
(Welded Steep
One Hundred Sixty Dollars
No Cents $160.00 _$16,000.00
19 3305.1102 33 05 22 100 LF 16-inch Casing by Other Than Open Curt
(Welded Steel w/Grout)
Four Hundred Dollars
IIS No Cents $400.00 $40,000.00
20 3305.1103 33 05 22 100 LF 20-inch Casing by Other Than Open Cut
(Welded Steel w/Grout)
Four Hundred Twenty Five Dollars
No Cents $425.00 $42,500.00
21 3305.1103 33 05 22 100 LF 24-inch Casing by Other Than Open Cut
(Welded Steel w/Grout)
' Four Hundred Twenty,Five___ Dollars
No Cents $425.00 $42,500.00
ON 22 3305.1104 33 05 22 100 LF 30-inch Casing by Other Than Open Cut
(Welded Steel w/Grout)
Four Hundred Fifty _ Dollars
No Cents $450.00 $45,000.00
MIMt 23 3312.3001 33 12 20 20 EA 4-inch Gate Valve
Eight Hundred_.__.___Dollars
_ No Cents $800.00 $16,000.00
q I 24 3312.3002 33 12 20 25 EA 6-inch Gate Valve
One 7bousand__ Dollars
No Cents $1.000.00 $25000.00
SMALL DIAMETER WATER MAIN
CITY OF FORT WORTH
EXTENSIONS.REPLACEMENTS AND
STANDARD CONSTRUCTION SPECnTCATION DOCUMENTS RELOCATIONS CONTRACT 2017
I—R.-wd 20120120 City Prgw No 100993
004243
BID PROPOSAL
P.P3of 13
SECTION 00 42 43
PROPOSAL FORM
wt -
UNIT PRICE BID Bidder's Application
Pmjmt Item Information Biddces Ptopmml
Bid List Item Specification Unit of
Pay Ilam No. Section No. Bid QuantityUnit
wemmt Desc�pa°n Unit Prim Bid Value
25 3312.3003 33 12 20 25 EA 8-inch Gate Valve
t�
Fifteen Hundred Dollars
No Cents $1500.00 $37500.00
26 3312.3004 33 12 20 10 EA 10-inch Gate Valve
Two Thousand Dollars
No Cents $2,000.00 $20,000.00
27 3312.3005 33 12 20 10 EA 12-inch Gate Valve
TwenW Eight Hundred Dollars
No Cents $2,800.00 $28,000,00
28 3312.3101 33 12 20 5 EA 4-inch Cut-in Valve
ttA� Seventeen Hundred Dollars
No Cents $1,700.00 $8500.00
29 3312.3102 33 12 20 5 EA 6-inch Cut-in Valve
Twenty Five Hundred Dollars
No Cents $2,500.00 $12,500.00
30 3312.3103 33 12 20 5 EA 8-inch Cut-in Valve
Thirty Two Hundred Dollars
No Cents $3 200,00 $16,000.00
P } 31 3312.3104 33 12 20 5 EA 10-inch Cut-in Valve
Thirty Five Hundred Dollars
No Cents $3.500.00 $17,500.00
32 3312.3105 33 12 20 5 EA 12-inch Cut-in Valve
Forty Five Hundred Dollars
s r No Cents $4,500.00 $22,500.00
33 0241.1301 0241 14 5 EA Remove 4-inch Water Valve
Four Hundred _Dollars
No Cents $400.00 $2,000.00
34 0241,1302 0241 14 5 EA Remove 6-inch Water Valve
Four Hundred Dollars
Cents $400.00 $2,000.00
35 0241.1303 0241 14 5 EA Remove 8-inch Water Valve
Four Hundred_ Dollars
No Cents $400.00 $2,000.00
36 0241.1304 0241 14 5 EA Remove 10-inch Water Valve
Four Hundred Fifty Dollars
No Cents $450.00 $2,250.00
++Mr
.1�
wIA
SMALL DIAMETER WATER MAIN
CrTYOFFORTWORTN FXTENSIONS.REPI.ACEMENTSAND
STANDARD CONSTRUCTION SPECQICATION DOCUMENTS RELOCATIONS CONTRACT 2017
F—Rwi-d 20110120 Ciy Pysc�No.100993
00 42 43
BID PROPOSAL.
PW 4 13
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Prga[It®Information Bidder's Proposal
Bid List It.1 Pey It= Bid
Sec6m No Bid Quentin• M unit Of t Dmiptim Unit Prig Bid Value
37 0241.1305 0241 14 5 EA Remove 12-inch Water Valve
Eight Hundred Dollars
No Cents $800.00 $4,000.00
38 3311.0001 3311 11 15 TONS Ductile Iron Fittings w/Restraint
t� Eight Thousand Dollars
No Cents $8,000.00 $120,000.00
39 3312.0001 33 12 40 20 EA Fire Hydrant
Four Thousand _Dollars
No Cents $4,000.00 $80,000.00
40 331240 20 VF Fire Hvdrant Bbl.Extension
Four Hundred Dollars
No _ Cents $400.00 $8,000.00
41 0241.1510 0241 14 5 EA Salvaqe Fire Hvdrant
One Thousand Dollars
No Cents $1,000.00 5 000.00
42 3312.4001 33 12 25 1 EA 6-inch x 4-inch Tapping
Sleeve&Valve
Two Thousand Dollars
No Cents $2,000.00 $2,000.00
43 3312.4002 33 12 25 1 EA 6-inch x 6-inch Tapping
Sleeve&Valve
Eighteen Hundred Dollars
No Cents $1,800.00 $1,800.00
44 3312.4003 33 12 25 1 EA 8-inch x 4-inch Tapping
¢i Sleeve&Valve
Thirty Five Hundred Dollars
No Cents $3,500.00 $3,500.00
op 45 3312.4804 33 12 25 1 EA 8-inch x 6-inch Tapping
Sleeve&Valve
Four Thousand Dollars
No Cents $4,000.00 $4,000.00
46 3312.4005 33 12 25 1 EA 8-inch x 8-inch Tapping
ew Sleeve&Valve
Thirty Five Hundred Dollars
No Cents $3,500.00 $3,500.00
47 3312.4101 33 12 25 1 I EA 10-inch x 4-inch Tapping
Sleeve&Valve
i
Thirty Five Hundred Dollars
No Cents $3,500.00 $3,500.00
48 3312.4102 33 12 25 1 EA 110-inch x 6-inch Tapping
Sleeve&Valve
Four Thousand Dollars
No Cents 1 $4,000.00 1 $4,000.00
am
SMALL DIAMETER WATER MAIN
CTTYOF FORT WORT}L EXTENSIONS.REPLACEMENTS AND
STANDARD CONSTRUCTION SPECInCATION DOCUMENTS RELOCATIONS CONTRACT MI 7
F—R-i d 20120120
Ciw PajeslNu ll/q)i
004243
BID PROPOSAL
Pape!of 13
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidders Proposal
rrs�
Bid List Ilan Specification Unit of
Pay ltamen
n No. Section No, Bid Q—tity Measuret Description, Unit Price Bid Valor
49 3312.4103 33 12 25 1 EA 10-inch x 8-inch Tapping
Sleeve 8 Valve
!�
Four Thousand Dollars
No Cents $4,000.00 $4,000.00
50 3312.4104 33 12 25 1 EA 10-inch x 10-inch Tapping
Sleeve&Valve
+� Thirty Eight Hundred Dollars
No Cents $3,800.00 $3,800.00
51 3312.4105 33 12 25 1 EA 12-inch x flinch Tapping
Sleeve&Valve .
Thirty Five Hundred Dollars
No Cents $3,500.00 $3.500.00
F-
6
2 3312.4106 33 12 25 1 EA 12-inch x 6-inch Tapping
Sleeve 8 Valve
Four Thousand Dollars
1w No Cents $4,000.00 $4.000.00
53 3312.4107 33 12 25 1 EA 124nch x 8-inch Tapping
Sleeve&Valve
Four Thousand Dollars
No Cents $4,000.00 $4,000.00
54 3312.4108 33 12 25 1 EA 12-inch x 10-inch Tapping
Sleeve&Valve
1
Four Thousand Dollars
No Cents $4,000.00 $4,000.00
55 3312.4109 33 12 25 1 EA 12-inch x 12-inch Tapping
Sleeve&Valve
Forty Five Hundred Dollars
No Cents $4,500.00 $4,500.00
56 3312.4110 33 12 25 1 EA 16-inch x 4-inch Tapping
A Sleeve&Valve
Thirty Five Hundred Dollars
No Cents $3,500.00 $3.500.00
57 3312.4111 33 12 25 1 EA 16-inch x 6-inch Tapping
Sleeve&Valve
Four Thousand Dollars
No Cents $4.000.00 $4,000.00
58 3312.4112 33 12 25 1 EA 16-inch x 8-inch Tapping
Sleeve&Valve
Forty Five Hundred Dollars
No Cents $4500.00 $4,500.00
59 3312.4113 33 12 25 1 EA 16-inch x 10-inch Tapping
Sleeve&Valve
1 Five Thousand Dollars
1 1 1 No Cents $5,000.00 $5,000.00
60 3312.4114 33 12 25 1 EA 16-inch x 12-inch Tapping
Sleeve&Valve
Sixty Five Hundred Dollars
No Cents $6 500.00 1 $6,500.00
it
w
SMALL DIAMETER WATER MAIN
CITY OF FORT WORTH EXTENSIONS.REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
I—Rid 20120120 City Pqw No.100993
OB 42 43
BID PROPOSAL
Pyc 6 of 13
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project It..Information Biddu's Proposal
Bid List It= SI mifimtian Unit of
Pry[tan No. Section No. Bid Quantity Measurement Descripd°n Unit Prim Bid Value
61 33 12 10 50 EA 3/4-inch Water Tap to Main
Five Hundred Dollars
No Cents $500.00 $25,000.00
62 33 12 10 100 LF 3/4-inch Copper Service Line
Twenty Five Dollars
No Cents $25.00 $2,500.00
63 33 12 10 100 LF 3/4-inch Private Water Service
Fifty Dollars
No Cents $50.00 $5,000.00
64 33 12 10 50 LF 3/4-inch Bored Water Service
Thirty Five Dollars
No Cents $35.00 $1750.00
65 3312.2003 33 12 10 50 EA 1-inch Water Tap to Main
Eleven Hundred Dollars
No Cents $1,100.00 55000.00
66 3312.2003 33 12 10 100 LF 1-inch Copper Service Line
Forty Dollars
No Cents $40.00 $4,000.00
s� 67 3312.2004 33 12 10 100 LF 1-inch Private Water Service
Fifty Dollars
No Cents $50.00 $5,000.00
68 3312.2002 33 12 10 50 LF 1-inch Bored Water Service
1N1
Sixty Five Dollars
No Cents $65.00 $3,250.00
69 3312.2103 33 12 10 50 EA 1 1/2-inch Water Tap to Main
Twenty Two Hundred Dollars
No Cents $2,200.00 $110,000.00
70 3312.2103 33 12 10 100 LF 1 1/2-inch Copper Service Line
A
Fifty Dollars
No Cents $50.00 $5,000.00
71 3312.2104 33 12 10 100 LF 1 1/2-inch Private Water Sevice
e�
Fifty Dollars
No Cents $50.00 $5,000.00
72 3312.2102 33 12 10 50 LF 1 1/2-inch Bored Water Service
Seventy Dollars
No Cents $70.00 $3,500.00
SMALL DIAMETER WATER MAIN
CITY OF FORT WORTS{ EXITNSIONS.REPLACE MENIS AND
STANDARD CONSTRUCnON SPECIFICATION DOCUMENTS RELOCATIONS CONrmcr 2017
From Rwiwd 20120120 Cih Ryml W.100'193
00424!
BID PROPOSAL
P.V 7 l!
am
SECTION 00 42 43
PROPOSAL FORM
arrT
UNIT PRICE BID Bidder's Application
Project ltem Information Bidders Pmpmal
aas
Bid List Item SpecificationUnit of
Pry It® No. Section No. Bid Qaantiry mmorernont �mptioo Unit Prim Bid Volae
73 3312.2203 33 12 10 50 EA 2-inch Water Tap to Main
on Twenty Five Hundred Dollars
No Cents $2,500.00 $125,000.00
74 3312.2203 33 12 10 100 LF 2-inch Copper Service Line
Fifty Dollars
No Cents $50.00 5 000.00
75 3312.2204 3312 10 100 LF 2-inch Private Water Sevice
Sixty Dollars
No Cents $60.00 $6,000.00
76 3312.2202 33 12 10 50 LF I2-inch Bored Water Service 1
Eighty Dollars
No Cents I $80.OU $4,000.00
I 77 3312 10 25 EA 3/4-inch 8 1-inch PVC(Type A)
Meter Box(Furnish 8 Set)
Two Hundred F'rfty Dollars
No Cents 250.00 $6,250.00
78 33 12 10 25 EA 1 1/2-inch 8 2-inch PVC(Type B)
Meter Box(Furnish 8 Set)
Four Hundred Dollars
No Cents $400.00 I $10.000.00
79 3312 10 10 EA Bullhead PVC(Type C)
Meter Box(Furnish 8 Set)
Three Hundred Dollars
No Cents $300.00 $3,000.00
80 33 12 10 2 EA 1-inch Multiple Service Branch
Five Hundred Dollars
No Cents $500.00 $1,000.00
81 33 12 10 2 EA 11 1/2-inch Multiple Service Branch
IIMIr
Five Hundred Dollars
No Cents 500.00 $1,000.00
82 33 12 10 2 I EA 2-inch Multiple Service Branch
Seven Hundred Dollars
No Cents $700.00 $1,400.00
83 33 12 10 5 EA Relocate 3/44nch Water Meter
Five Hundred Dollars
No Cents $500.00 $2,500.00
84 33 12 10 5 EA Relocate 1-inch Water Meter
Five Hundred Dollars
No Cents $500.00 $2,500.00
!IN
SMALL DIAMETER WATER MAIN
CRY OF FORT WORTH
EXTENSIONS.REPLACEMENTS AND
STANDARD CONSIAUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
I—R�2012x120 Cary Prjs No.100991
OD 42 J3
BID PROPOSAL
Paplufll
SECTION 00 42 43
PROPOSAL FORM
+ill
UNIT PRICE BID Bidder's Application
Project Itan Information Bidder's Proposal
Bid List Item specification Unit of
pay lmm No. Section No. Bid Quantity MeasmemaLL D—dalton Unit Prim .Bid value
85 33 12 10 5 EA Relocate 1 1/2-inch Water Meter
tw Six Hundred Dollars
No Cents $600.00 $3,000.00
86 33 12 10 5 EA Relocate 2-inch Water Meter
Seven Hundred
Dollars
No Cents $700.00 $3,500.00
87 33 12 10 5 EA Sprinkler System Backflow
Preventer Relocation ,
One Thousand Dollars
No Cents $1.000.00 $5,000.00
88 3304.0102 330430 1,500 LF 2-inch Temporary Water Services
asp Eight Dollars
No Cents $8.00 $1Z000.00
89 3312.2801 33 12 11 10 EA 3-inch Water Meter and Vault
Nine Thousand Dollars
No Cents $9,000.00 $90,000.00
90 3312.2802 33 12 11 10 EA 4-inch Water Meter and Vault
Fourteen Thousand Dollars
No Cents $14,000.00 $140000.00
91 3312.2803 33 12 11 10 EA 6-inch Water Meter and Vault
Fourteen Thousand Dollars
No Cents $14,000.00 $140,000.00
Itil 92 3312.2804 33 12 11 5 EA 8-inch Water Meter and Vault
Seventeen Thousand Dollars
No Cents $17,000,00 $85,000,00
93 3312.2805 33 12 11 5 EA 10-inch Water Meter and Vault
Seventeen Thousand Dollars
No Cents $17,000.00 $85,000.00
94 0241.1602 0241 14 5 EA Remove Concrete Water Vault
tib
Two Thousand Dollars
No Cents $2,000.00 $10,000.00
95 3312.0002 33 12 50 5 EA Water Sampling Station
till
Thirteen Hundred Dollars
No Cents $1,300.00 $6,500.00
96 0241.1118 0241 14 10 EA 4-inch to 12-inch Water
Pressure Plug
Eight Hundred Dollars
No Cents $800.00 $8,000.00
aai
+Rta
SMALL DIAMETER WATER/RAIN
CITY OF FORT WORTH EXTENSIONS.REPLACEMENTS AND
STANDARD CONSrRIICnON SPECIF (U
ICATION DOCUMENTS RELOCATIONS CONTRACT 2017
Faro Ra.i.W 20120120 Cit,Plj-Nn 100991
OR
004243
BIDPROPOSAL
Pole 9 of I3
a/
SECTION 00 42 43
PROPOSAL FORM
ru
UNIT PRICE BID Bidder's Application
Prgem Item Inrwmation Biddu's Plopwal
Bid List It® spWificauon Unit of P.Y.It® No. Section No. Bid Quentiry Meas,nement Deaaiptial Unit Pria Bid Value
97 0241.1106 0241 14 5 EA 16-inch Water Pressure Plug
r DELETED
Dollars
Cents
98 33 05 10 50 LF Water Main Extra Depth
(>than 1'of Standard Depth)
Ten Dollars
No Cents $10.00 $500.00
99 3305.0109 33 05 10 100 LF Trench Safety
Three Dollars
No Cents $3.00 $300.00
100 3305.0103 33 05 30 5 EA Exploratory Excavation of
Existing Utilites(0'-5')
Twelve Hundred Dollars
No Cents $1200.00 $6,000.00
101 3305.0103 33 05 30 5 EA Exploratory Excavation of
Existing Utilities(5'-1(Y)
1
Eighteen Hundred Dollars
No Cents $1,800.00 $9,000.00
102 3305.0103 33 05 30 5 EA Exploratory Excavation of
Existing Utilities(1(Y-20')
Three Thousand Dollars
No Cents $3000.00 $15,000.00
�. 103 3305.0116 33 05 10 25 CY Concrete Encasement for
Utility Pipes
One Hundred Sixty Five Dollars
No Cents $165.00 $4,125.00
104 3305.0203 33 05 10 100 CY Imported Embedment/Backfill,
CLSM(Fklwable Fill)
� One Hundred Thirty Dollars
No Cents $130.00 $13,000.00
105 3137.0101 31 3700 10 SY Concrete Rip-Rap
One Hundred Fifty Dollars
No Cents $150.00 $1500.00
106 3137.0202 313700 10 SY Large Stone Rip-Rap,Dry
rj One Hundred Twenty Five Dollars
No Cents $125.00 $1,250.00
107 3137.0103 31 3700 10 SY Large Stone Rip-Rap,Grouted
Two Hundred Twenty Five Dollars
17 No Cents $225.00 $2,250.00
108 3292.0100 32 92 13 100 SY Block Sod Placement
Ten Dollars
1< No Cents $10.00 $1,000.00
7
11I1I1
SMALL DIAMETER WATER MAIN
CRY OF FORT WORTH EXTENSIONS REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS REIACATIONS CONTRACT2017
J_Rsvimd 3012
0170
City Rqm Nn 100993
OR
00 42 43
BID PROPOSAL.
Pw 10 or IJ
so
SECTION 00 42 43
PROPOSAL FORM
am
UNIT PRICE BID Bidder's Application
Project item Information Bidder's Pmpml
II® Bid List It.. Speofi-ioo Bid Unit of
No. Sodion No. Miry Measure t Description Unit Pria Bid V.I.
109 3292.0400 32 92 13 100 SY Seeding,Hydromulch
Five Dollars
No Cents $5.GO $500.00
110 3201.0151 3201 17 200 LF Asphalt Pavement Repair,
Water Service
■II' Forty Five Dollars
No Cents $45.00 $9-000.00
111 3201.0111 3201 17 500 LF 4-foot Wide Asphalt Pavement
Repair,Residential
Fifty Dollars
No Cents $50.00 $25,000.00
112 3201.0112 3201 17 500 LF 5-foot Wide Asphalt Pavement
(Repair,Residential
I Sixty Dollars
III No Cents $60.00 $30,000.00
113 3201.0113 3201 17 500 LF 6-foot Wide Asphalt Pavement
Repair,Residential
Seventy Dollars
No Cents $70.00 $35,000.00
114 3201.0121 3201 17 500 LF 4-foot Wide Asphalt Pavement
Repair,Arterial
Fifty Five Dollars
No Cents $55.00 $27,500.00
115 3201.0122 3201 17 500 LF 5-foot Wide Asphalt Pavement
Repair,Arterial
Sixty Five Dollars
No Cents $65.00 $32,5W.00
116 3201.0123 3201 17 500 LF 6-foot Wide Asphalt Pavement
Repair,Arterial
Seventy Five Dollars
No Cents $75.00 $37,500.00
117 3201.0131 3201 17 500 LF 4-foot Wide Asphalt Pavement
Repair,Industrial
Fifty Five Dollars
No Cents $55.00 $27,500X0
118 3201.0132 3201 17 500 LF 5-foot Wide Asphalt Pavement
Repair,Industrial
111b
Sixty Five Dollars
No Cents 5.00 $32,500.00
119 3201.0133 3201 17 500 LF 6-foot Wide Asphalt Pavement
Repair,Industrial
r�
Eighty Dollars
No Cents $80.00 $40,000.00
120 3201.0201 3201 17 500 SY Asphalt Pavement Repair Beyond
Defined Width,Residential
me Thirty Dollars
No Cents $30.00 $15,000.00
AI!
ataa
SMALL DIAMETER WATER MAIN
CITY OF FDRT WORTH EXTENSIONS.REPLACEMENTS AND
STANDARD CONSRHICTION SPECIFICATION DOCIMFNIS RELOCATIONS CONTRACT 2017
I—Revd 20120120 City Pnja Na 100993
004243
BID PROPOSAL
Page 11 er 13
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
P(v ect It..Inrorm tion Bidders Proposal
Pay Bid List Item specificationUnit of
Item No. Section No. Bid Quantity Measurementon Unit Price Bid Value
121 3201.0202 3201 17 500 SY Asphalt Pavement Repair Beyond
Defined Width,Arterial
Thirty Dollars
No Cents $30.00 $15,000.00
122 3201.0203 3201 17 500 SY Asphalt Pavement Repair Beyond
Defined Width,Industrial
Forty Dollars
No Cents $40.00 $20,000.00
123 3201.0301 3201 17 100 SY 2-inch Extra Width Asphalt
Pavement Repair
Eighteen Dollars
OR No Cents $18.00 $1800.00
124 3201.0302 3201 17 100 SY 3-inch Extra Width Asphalt
Pavement Repair
Twenty Dollars
No Cents $20.00 $2.000.00
7
125 3201.0303 3201 17 100 SY 4-inch Extra Width Asphalt
Pavement Repair
Twenty Five Dollars
No Cents $25.00 $2.500.00
126 3201.0400 32 01 18 100 LF Temporary Ashalt Pavement
!1 Repair
Twenty One Dollars
No Cents $21.00 $2,100.00
127 3211.0112 32 11 23 50 SY 6-inch Flexible Base,
Type B,GRA
Eighteen Dollars
No Cents $18.00 $900.00
128 3211.0122 32 11 23 50 SY 6-inch Flexibble Base
Type B,GR-2
Twenty Dollars
No Cents $20.00 $1000.00
129 3201.0614 32 01 29 300 SY Concrete Pavement Repair,
Residential
Eighty Five Dollars
No Cents $85.00 $25,500.00
130 3201.0616 32 01 29 300 SY Concrete Pavement Repair,
Arterial/Industrial
Ninety Dollars
No Cents $90.00 $27,000.00
131 32 01 29 300 SY Concrete Pavement Repair Beyond
Defined Width,Residential
Eighty Five Dollars
7 No Cents $85.00 $25,500.00
132 3201 29 100 SY Concrete Pavement Repair Beyond
Defined Width.Arterial/Industrial
Ninety Dollars
No Cents1 $90.00 1 $9,000.00
•
SMALL DIAMETER WATER MAIN
CITY OF FORT WORTH EXTENSIONS REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
Form Rm d 20120120 Ciry Pmjm No.100993
00 42 43
BID PR0?0SAL
P.,12413
SECTION 00 42 43
PROPOSAL FORM
�. UNIT PRICE BID Bidder's Application
Pro mt Item Information Bidders Proposal
.wt
Bid List Item Sp=riwlion Unit of
Pay lo® No. SecUm No. Bid QuaRUy Measore t DeacipUon Unit Prig Bid Value
133 3214.0300 32 14 16 100 SY Brick Pavement Repair
One Hundred Dollars
No Cents $100.00 $10,000.00
134 3214.0600 32 14 16 100 SY Brick Pavement Repair
(City Supplied)
Ninety Dollars
No Cents $90.00 $9,000.00
6' 135 3216.0101 32 16 13 500 LF 6-inch Concrete Curb&Gutter,
Repalcement
Thirty Five Dollars
Will No Cents $35.01; $17,500.00
136 32 16 13 500 LF 6-inch Concrete Curb&Gutter Attached
to Concrete Pavement,Replacement
Twenty Five Dollars
No Cents $25.00 $12,5oaoo
137 3216.0301 32 16 13 50 SY 94nch Concrete Valley Gutter,
Residential
Eighty Dollars
No Cents 0.00 $4,000.00
40 138 3216.0302 32 16 13 50 SY 11-inch Concrete Valley Gutter,
Arterial/Industrial
Ninety Five Dollars
No Cents $95.00 $4.750.00
139 3213.0301 32 13 20 450 SF 4-inch Concrete Sidewalk
Ten Dollars
No Cents $10.00 $4,500,00
140 3213.0351 32 13 20 200 SF 44nch Concrete Sidewalk,
Exposed Aggregate
Twelve Dollars
No Cents $12.00 $2,400.00
141 3213.0401 32 13 20 450 SF &inch Concrete Driveway
Twelve Dollars
No Cents $12.00 $5,400M
142 3213.0451 32 13 20 200 SF 6-inch Concrete Driveway,
Exposed Aggregate
Twelve Dollars
No Cents $12.00 $2 400.00
143 3331.4112 3311 10 50 LF 6-inch DIP Sewer Pipe
(Replacement at Variable Depths)
Eighty Dollars
II 1No Cents $80.00 1 $4,000.00
M1443331.4108 33 31 20 50 LF 6-inch PVC Sewer Pipe
(Replacement at Variable Depths)
Seventy Dollars
No Cents $70.00 $3,500.00
O
uwk
4�
SMALL DIAMETER WATER MAIN
CITY OF FORT WORT9I E%TENsioNs.REMACEMENTS AND
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
F—Reid 20120120 Ciy RqW Nu 100993
004243
BID PROPOSAL
Pege 13 of 13
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Ptojmt Item Information Bidden Ropaaal
NY Bid List Item Specification Unit of
Ilan No. Smtion No. Btd Quantity Mmstaxment �c pilon Unit Dice Bid Val
145 3331.4119 3311 10 50 LF 8-inch DIP Sewer Pipe
(Replacement at Variable Depths)
Ninety Dollars
No Cents $90.00 $4,500.00
146 3331.4115 3331 20 50 LF 8-inch PVC Sewer Pipe
(Replacement at Variable Depths)
Seventy Five Dollars
No Cents $75.00 $3,750.00
147 3331.4205 3311 10 50 LF 10-inch DIP Sewer Pipe
(Replacement at Variable Depths)
One Hundred Dollars
No Cents $100.00 $5,000.00
148 3331.4201 33 31 20 50 LF 10-inch PVC Sewer Pipe
(Replacement at Variable Depths)
Seventy Five Dollars
No Cents $75.00 $3,750.00
149 3331.4212 3311 10 50 LF 12-inch DIP Sewer Pipe
(Replacement at Variable Depths)
One Hundred Ten Dollars
No Cents $110.00 $5,500.00
150 3331.4208 33 31 20 50 LF 12-inch PVC Sewer Pipe
(Replacement at Variable Depths)
Eighty Five Dollars
No Cents $85.00 $4,250.00
151 3331.4222 3311 10 50 LF 16-inch DIP Sewer Pipe
(Replacement at Variable Depths)
DELETED
Dollars
Cents
152 3331.4215 33 31 20 50 LF 15-inch PVC Sewer Pipe
(Replacement at Variable Depths)
DELETED
Dollars
Cents
153 3471.0003 34 17 13 50 EA Traffic Control Details
4�1
Eleven Hundred Dollars
No Cents $1,100.00 $55,000.00
154 50 EA Sheet Use Permit
One Hundred Dollars
no Cents $100.00 $5.000.00
tawr
Total Bid $2,870,225.00
END OF SECTION
on
In
SMALL DIAMETE WATER MAIN
CITY OF FORT WORTH EXTENSIONS.REPLACEMENTS AND
00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
RELOCATIONS CONTNAC'r 20I7
Form NeA d 20120120 City P"*t N,.1o(M3
I
.r
,_..P--
Endurance
Endurance American Insurance Company
Bid Bond
Know all men by these presents:
That we, the undersigned Tejas Commercial Construction,LLC.
rs
as Principal(hereinafter the"Principal"),
and Endurance American Insurance Company 750 Third Avenue,2nd Floor,New York,NY 10017, a
Delaware corporation (hereinafter the "Surety"), are held and firmly bound unto
City of Fort worth
1000 Throckmorton,Fort Worth,TX.76121 (hereinafter the"Obligee")in the penal
sum of Five Percent of the amount bid not to exceed thirty seven thousand five hundred Dollars ,
$750,000.00 , for the payment of which sum the Principal and Surety bind themselves, their heirs, executors,
administrators,successors and assigns,jointly and severally,as provided herein.
.. Whereas, the Principal has submitted a bid for
Small Diameter Water Main Extensions,Replacements and Relocations Contract 2017 ,
Now,therefore, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with
w
the Obligee in accordance with the terms of such bid, and give.such bond or bonds as may be specified in the bidding or
contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt
payment of labor and materials furnished in prosecution thereof,or in the event of the failure of the Principal to enter into
such contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference,not to exceed the penalty
hereof between the amount specified in said bid and such larger amount for which the Obligee may reasonably contract
with another party to perform the work covered by said bid,then this obligation shall be null and void,otherwise to remain
in full force and effect.The liability of the Surety hereunder shall in no event exceed the lesser of:(a)the penalty hereof;or
(b) the,difference between the amount specified in the Principal's bid and any larger amount for which the Obligee
reasonably contracts with another party to perform the work specified in the Principal's bid.
Signed and sealed this 6th day of July 2017
Principal:Tejas Commercial Construction,LLC.
By: �z
``+ytttuitirrrrrr��� Name&Title:Charles Allen,Vice President
GOk Cioll$t-,
'-i
0 :V ' ': Surety: Endurance Am ican Insurance Co pany
•
S , Op�\��tow
Name:Chris Holt
•••••••••.2O �� (Attorney-in-Fact)
r
Endurance American insurance Comoanv Page 1 of 1 SUR 0205 0716
ENDURANCE AMERICAN INSURANCE COMPANY
POA1000005467 127
POWER OF ATTORNEY
New 7(mw aQ9Ken 6'these Twent, that ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware corporation(the"Corporation j,with offices at 750 Third Avenue,
New York,NY 10017,has made,constituted and appointed and by these presents,does make,constitute and appoint CHRIS L.HOLT,JOE RODNEY DUCKWORTH its
We and lawful Attomey(s)-in-fact,at AMARILLO in the State of TX and each of them to have full power to act without the other or others,to make,execute,seal and deliver for and
on its behalf fonds,undertakings or obligations in surety or co-surety with others,also to execute and deliver on its behalf renewals,extensions,agreements,waivers,consents or
"" stipulations relating to such aforesaid bonds,undertakings or obligations provided,however,that no single bond or undertaking so made,executed and delivered shall obligate the
Corporation for any poition.of the penal sum thereof in excess of the sum of TEN MILLION Dollars($10,000,000).
Suchbon undertakfngi for said purposes,when duly executed by said attomey(s)in-fact,shall be binding upon the Corporation as fully and to the same extent as if signed by
the P=of the° nundar its corporate seal attested by its Corporate Secretary.
This Appoirilrt�er# 'made under Mby authority of certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the21st day of July,2011
a copy of ivhrctf appears below u r the.heading entitled"Certificate'
This Power of AttorWjsrj and sealed by facsimile under and by authority of the following resolution adopted by the Board of Directors of the Corporation by unanimous written
consantan the 21st aey of uly,2011 and sl3ftf resolution has not since been revoked,amended or repealed:
RESOLVED,that in granting powers of att"pursuant to certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21st day of
July,201 f ft sire of such&6ttorrewcFolfficers and the seal of the Corporation may be affixed to any such power of attorney or any cerfificate relating thereto by facsimile,and
any such power d i6AM- 4 r Cerafic beefing such facsimile signature or seat shag be valid and binding upon the Corporation in the future with respect to any bond or undertaking to
which it is attadillm.
a:
This Power of Atm iMY,elrpire and all authority hereunder shall terminate without notice at 12:01 a.m.(Standard Time where said attomey(s)-in-fact is authorized to act.)
December 7,2019
IN WITNESS WHEREOF,the Corporation has caused these presents to be duly signed and its corporate seal to be hereunto affixed and attested this 2nd day of November,2016 at
New York,New York.
yet (Corporate Seal) ENDURANCE AMERICAN INSURANCE COMPANY
ATTEST—.,, "N
•..�,.� 'X)' MJ"L'". By
RICHARD M.APPEL,SENIOR VICE PRESIDENT BRIAN BEGGS,EXECUTIVE VICE PRESIDENT
STATE OF NEW YORK ss:MANHATTAN
COUNTY OF NEW YORK
On the 2nd day of4Jovember,n2%16.before me personally came BRIAN BEGGS to me known,who being by me duly sworn,did depose and say that(s)he resides in NEW YORK,NEW
YORK thatis)he i &EXIEGUTWE VICIz PRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,the Corporation described in and which executed the above instrument
that(s)h"noM the Val of;aid 62�9ration;that the seal affixed to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Corporation,
and thq('(s)Wi,igne` l*4 narr"pretd,fly like order,
(Notarial ftjr ,
r ,. Nicholas James Benenati,Notary Public•My Commission Expires 12107/2019
40:. *t'-- `r CERTIFICATE
STATE OF 0AX,d�-"• r ^ .�'w ss:MANHATTAN
COUNTY61rwt%T4"ffS�+``, '
I,CHRISTOPHE9 5PARRO thePRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware Corporation(the"Corporation j,hereby certify:
1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of the Corporation and has not since been revoked amended or modified;that the
undersigned has compared the foregoing copy thereof with the original power of attorney,and that the same is a true and correct copy of the original power of attorney and of the
whole thereof,
2. The following are resolutions which were adopted by the Board of Directors of the Corporation by unanimous written consent on 21st day of July,2011 and said resolutions have not
since been revoked,amended or modified:
"RESOLVED,that each of the individuals named below is authorized to make,execute,seal and deliver for and on behalf of the Corporation any and all bonds,undertakings or
obligations in surety or co-surety with others and to execute and deliver for and on behalf of the Corporation renewals,extensions,agreements,waivers,consents or stipulations
relating to such aforesaid bonds,undertakings or obligations:
RICHARD M.APPEL,BRIAN BEGGS
And beit fiu `''` `*•�:,,
RESO I .,�haCeach ot'61e fnd)v duaals named above is authorized to appoint aftomeys-in-fact for the purpose of making,executing,sealing and delivering bonds,undertakings or
;bfiga"a -,stiur,Wwcoauiryfx for and on be hag of the Corporation.'
3, undersigned further cerl.;I.Ohat he above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof
IN EG W H*ESLOF 4&"ve herewizo set-ay hand and affixed the corporate seal this day of 20
(Corporate Sed '' a ^ ;
CHRISTOPHER SPARRO,PRESIDENT
Any reproductions are void.
Primary Surety Claims Submission:suretybonddaims@endumnessaMees.com
Surety Claims Hotline:877676-7575
Mailing Address:Endurance Surety Claims Department,750 Third Avenue-10th Floor,New York,W 10017
Policyholder Notice
TEXAS-IMPORTANT NOTICE AVISO IMPORTANTE
*■ To obtain information or make a complaint: Para obtener informacion o para someter una
You may call the company's telephone number for queja:
information or to make a complaint at: Usted puede Ilamar al numero de telefono de la
compania para informacion o para someter una
queja al:
1-877-676-7575 1-877-676-7575
You may write the Company at: Usted tambien puede escribir a:
Endurance American Insurance Company Endurance American Insurance Company
Attention:Surety Attention:Surety
750 Third Avenue 750 Third Avenue
New York,NY 10017 New York, NY 10017
You may contact the Texas Department of Puede communicarse con el Departamento de
Insurance to obtain information on companies,p Seguros de Texas para obtener information acerca
coverages, rights or complaints at: de companias,coberturas,derechos o quejas al:
1-800-252-3439 1-800-252-3439
You may write the Puede escribir al
..
Texas Department of Insurance Departamento de Seguros de Texas
PO Box 149104 PO Box 149104
ew Austin,TX 78714-9104 Austin,TX 78714-9104
FAX#(512)490-1007 FAX#(512) 475-1771
... Web: http://www.tdi.texas.gov Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection @tdi.texas.gov E-mail:ConsumerProtection@tdi.texas.gov
ew
PREMIUM OR CLAIM DISPUTES: Should you have a DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene
dispute concerning your premium or about a claim una disputa concerniente a su prima o a un
you should contact the company first. If the dispute reclamo,debe comunicarse con Ja compania
is not resolved,you may contact the Texas primero. Si no se resuelve la disputa, puede
Department of Insurance. entonces comunicarse con el departamento (TDI).
ATTACH THIS NOTICE TO YOUR POLICY: This notice UNA ESTE AVISO A SU POLIZA: Este aviso es solo
is for information only and does not become a part para proposito de informacion y no se convierte en
or condition of the attached document. parte o condicion del documento adjunto.
.r
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in
order to obtain a comparable contract in the State which the nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident
bidders must check the box in Section B.
�* A. Nonresident bidders in the State of our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of , our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas.
BIDDER:
Tejas Commercial Construction, LLC By: Charles D. Allen
P.O. Box 10395
, , 0 (Signature)
River Oaks, TX
Title: Vice President
Date: '71
END OF SECTION
SMALL DIAMETER WATER MAIN
CITY OF FORT WORTH EXTENSIONS,REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
Form Revised 20110627 City Project No.100993
004511-1
BIDDERS PREQUALIFICATIONS
"® Page 1 of 3
„ 1 SECTION 00 4511
2 BIDDERS PREQUALIFICATIONS
3
.. 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting
5 bids.To be eligible to bid the contractor must submit Section 00 45 12,Prequalification
6 Statement for the work type(s)listed with their Bid. Any contractor or subcontractor who is
7 not prequalified for the work type(s)listed must submit Section 00 45 13, Bidder
8 Prequalification Application in accordance with the requirements below.
9
10 The prequalification process will establish a bid limit based on a technical evaluation and
11 financial analysis of the contractor.The information must be submitted seven(7) days prior
12 to the date of the opening of bids.For example,a contractor wishing to submit bids on
13 projects to be opened on the 7th of April must file the information by the 31 st day of March
14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's
15 Prequalification Application,the following must accompany the submission.
16 a. A complete set of audited or reviewed financial statements.
17 (1) Classified Balance Sheet
18 (2) Income Statement
19 (3) Statement of Cash Flows
20 (4) Statement of Retained Earnings
21 (5) Notes to the Financial Statements,if any
22 b. A certified copy of the firm's organizational documents (Corporate Charter,Articles
23 of Incorporation,Articles of Organization,Certificate of Formation, LLC
24 Regulations,Certificate of Limited Partnership Agreement).
25 c. A completed Bidder Prequalification Application.
26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
28 number visit the Texas Comptroller of Public Accounts online at the
29 following web address www.window.state.tx.us/taxRermit/ and fill out the
30 application to apply for your Texas tax ID.
31 (2) The firm's e-mail address and fax number.
32 (3) The firm's DUNS number as issued by Dun&Bradstreet.This number
33 is used by the City for required reporting on Federal Aid projects.The DUNS
34 number may be obtained at www.dnb.com.
35 d. Resumes reflecting the construction experience of the principles of the firm for firms
,,. 36 submitting their initial prequalification. These resumes should include the size and
37 scope of the work performed
38 e. Other information as requested by the City.
39
.» 40 2. Prequalification Requirements
41 a. Financial Statements.Financial statement submission must be provided in
42 accordance with the following:
43 (1) The City requires that the original Financial Statement or a certified copy
44 be submitted for consideration.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
004511-2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1 (2) To be satisfactory, the financial statements must be audited or reviewed
2 by an independent, certified public accounting firm registered and in
3 good standing in any state. Current Texas statues also require that
4 accounting firms performing audits or reviews on business entities within
5 the State of Texas be properly licensed or registered with the Texas State
6 Board of Public Accountancy.
7 (3) The accounting firm should state in the audit report or review whether
8 the contractor is an individual,corporation,or limited liability company.
9 (4) Financial Statements must be presented in U.S. dollars at the current rate
10 of exchange of the Balance Sheet date.
11 (5) The City will not recognize any certified public accountant as
12 independent who is not, in fact,independent.
13 (6) The accountant's opinion on the financial statements of the contracting
14 company should state that the audit or review has been conducted in
15 accordance with auditing standards generally accepted in the United
16 States of America.This must be stated in the accounting firm's opinion.
17 It should: (1) express an unqualified opinion, or(2)express a qualified
18 opinion on the statements taken as a whole.
19 (7) The City reserves the right to require a new statement at any time.
20 (8) The financial statement must be prepared as of the last day of any month,
21 not more than one year old and must be on file with the City 16 months
22 thereafter, in accordance with Paragraph 1.
23 (9) The City will determine a contractor's bidding capacity for the purposes
24 of awarding contracts. Bidding capacity is determined by multiplying the
25 positive net working capital(working capital=current assets—current
26 liabilities)by a factor of 10. Only those statements reflecting a positive
27 net working capital position will be considered satisfactory for
28 prequalification purposes.
29 (10) In the case that a bidding date falls within the time a new financial
30 statement is being prepared,the previous statement shall be updated with
31 proper verification.
32 b. Bidder Prequalification Application.A Bidder Prequalification Application must be
33 submitted along with audited or reviewed financial statements by firms wishing to be
34 eligible to bid on all classes of construction and maintenance projects. Incomplete
35 Applications will be rejected.
36 (1) In those schedules where there is nothing to report,the notation of
37 "None"or"N/A"should be inserted.
38 (2) A minimum of five(5)references of related work must be provided.
39 (3) Submission of an equipment schedule which indicates equipment under
40 the control of the Contractor and which is related to the type of work for
41 which the Contactor is seeking prequalification. The schedule must
42 include the manufacturer,model and general common description of
43 each piece of equipment. Abbreviations or means of describing
44 equipment other than provided above will not be accepted.
45
46 3. Eligibility to Bid
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend,or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
CrrY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993 ""
r
004511-3
BIDDERS PREQUALIFYCATIONS
ws Page 3 of 3
1 c. The City will issue a letter as to the status of the prequalification approval.
2 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid
3 the prequalified work types until the expiration date stated in the letter.
4
5
6
7
8
9 END OF SECTION
�* 10
eAt
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
"' City Project No.100993
00 45 12
BID FORM
Page 1 of 1
go SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement is required to complete the information below by identifying the prequalified
contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
Water Improvements-
"*" Replacement of Small
Diameter Water Mains (12-inch Tejas Commercial Construction, LLC 7/31/2018
and Less)
List work type here or space Company Name Here or space Date Here or space
List work type here or space Company Name Here or space Date Here or space
List work type here or space Company Name Here or space Date Here or space
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
Tejas Commercial Construction, LLC By: Charles D. Allen
P.O. Box 10395
0 (Signature)
River Oaks, TX
Title: Vice President
Date:
END OF SECTION
SMALL DIAMETER WATER MAIN
.. CITY OF FORT WORTH EXTENSIONS,REPLACEMENTS AND
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS RELOCATIONS CONTRACT 2017
Form Revised 20120120 City Project No. 100993
rODT
WORTH
SECTION 00 4513
BIDDER PREQUALIFICATION APPLICATION
Date of Balance Sheet
Mark only one:
Individual
Limited Partnership
Name under which you wish to qualify General Partnership
Corporation
Limited Liability Company
Post Office Box City State Zip Code
Street Address (required) City State Zip Code
Telephone Fax Email
Texas Taxpayer Identification No.
Federal Employers Identification No.
DUNS No. (if applicable)
MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO:
CITY OF FORT WORTH TEXAS
1000 THROCKMORTON STREET
FORT WORTH,TEXAS 76102-6311
AND MARK THE ENVELOPE: "BIDDER PREQUALIFICATION APPLICATION"
0045 13-2
BIDDER PREQUALIFICATION APPLICATION
Page 2 of 9
BUSINESS CLASSIFICATION
The following should be completed in order that we may properly classify your firm:
(Check the block(s) which are applicable—Block 3 is to be left blank if Block 1 and/or Block 2 is
checked)
Has fewer than 100 employees �.
and/or
❑ Has less than$6,000,000.00 in annual gross receipts
OR
F] Does not meet the criteria for being designated a small business as provided in Section
2006.001 of the Texas Government Code.
The classification of your firm as a small or large business is not a factor in determining eligibility to
become prequalified.
MAJOR WORK CATEGORIES
Water Department
Augur Boring- 24-inch diameter casing and less
Augur Boring-Greater than 24-inch diameter casing and greater
Tunneling—36-Inches—60—inches, and 350 LF or less
Tunneling-36-Inches—60—inches, and greater than 350 LF
Tunneling—66"and greater, 350 LF and greater
Tunneling—66"and greater, 350 LF or Less
Cathodic Protection
Water Distribution,Development, 8-inch diameter and smaller
Water Distribution,Urban and Renewal, 8-inch diameter and smaller
Water Distribution, Development, 12-inch diameter and smaller
Water Distribution, Urban and Renewal, 12-inch diameter and smaller
Water Transmission,Development, 24-inches and smaller
Water Transmission,Urban/Renewal,24-inches and smaller
Water Transmission,Development,42-inches and smaller
Water Transmission,Urban/Renewal,42-inches and smaller
Water Transmission,Development,All Sizes
Water Transmission,Urban/Renewal,All Sizes
Sewer Bypass Pumping, 18-inches and smaller
Sewer Bypass Pumping, 18-inches—36-inches
Sewer Bypass Pumping 42-inches and larger
CCTV, 8-inches and smaller
CCTV, 12-inches and smaller
CCTV, 18-inches and smaller
CCTV, 24-inches and smaller
CCTV,42-inches and smaller
CCTV,48-inches and smaller
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
004513-3
BIDDER PREQUALIFICATION APPLICATION
�. Page 3 of 9
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
004513-4
BIDDER PREQUALIFICATION APPLICATION
Page 4 of 9 -^
MAJOR WORK CATEGORIES, CONTINUED
Sewer CIDP, 12-inches and smaller
Sewer CIDP, 24-inches and smaller
Sewer CIDP,42-inches and smaller
Sewer CIDP, All Sizes
Sewer Collection System,Development, 8-inches and smaller
Sewer Collection System,Urban/Renewal, 8-inches and smaller
Sewer Collection System,Development, 12-inches and smaller
Sewer Collection System,Urban/Renewal, 12-inches and smaller
Sewer Interceptors, Development, 24-inches and smaller
Sewer Interceptors, Urban/Renewal,24-inches and smaller
Sewer Interceptors, Development,42-inches and smaller
Sewer Interceptors, Urban/Renewal,42-inches and smaller --
Sewer Interceptors, Development,48-inches and smaller
Sewer Interceptors, Urban/Renewal,48-inches and smaller
Sewer Pipe Enlargement 12-inches and smaller
Sewer Pipe Enlargement 24-inches and smaller
Sewer Pipe Enlargement, All Sizes
Sewer Cleaning,24-inches and smaller --
Sewer Cleaning,42-inches and smaller
Sewer Cleaning,All Sizes
Sewer Cleaning, 8-inches and smaller �-
Sewer Cleaning, 12-inches and smaller
Sewer Siphons 12-inches or less
Sewer Siphons 24-inches or less --
Sewer Siphons 42-inches or less
Sewer Siphons All Sizes
Transportation Public Works '-
Asphalt Paving Construction/Reconstruction(LESS THAN 15,000 square yards)
Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER)
Asphalt Paving Heavy Maintenance(UNDER$1,000,000)
Asphalt Paving Heavy Maintenance($1,000,000 and OVER)
Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards)
Concrete Paving Construction/Reconstruction(15,000 square yards and GREATER)
Roadway and Pedestrian Lighting
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 ""`
004513-5
BIDDER PREQUALIFICATION APPLICATION
Page 5 of 9
1. List equipment you do not own but which is available by renting
DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER
2. How many years has your organization been in business as a general contractor under your present
name?
List previous business names:
3. How many years of experience in construction work has your organization
had:
(a) As a General Contractor: (b)As a Sub-Contractor:
4. *What projects has your organization completed in Texas and elsewhere?
CLASS LOCATION NAME AND DETAILED
CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO
AMOUNT WORK COMPLETED STATE WHOM YOU REFER
*If requalifying only show work performed since last statement.
5.Have you ever failed to complete any work awarded to you?
If so,where and why?
6.Has any officer or owner of your organization ever been an officer of another organization that failed to
complete a contract?
If so, state the name of the individual,other organization and reason.
7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her
name?
If so, state the name of the individual, name of owner and reason.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
004513-6
BIDDER PREQUALIFICATION APPLICATION
Page 6 of 9
8. In what other lines of business are you financially interested?
9. Have you ever performed any work for the City?
If so, when and to whom do you refer?
10. State names and detailed addresses of all producers from whom you have purchased principal ^—
materials during the last three years.
NAME OF FIRM OR COMPANY DETAILED ADDRESS
11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship
to this person or firm
12. What is the construction experience of the principal individuals in your organization?
PRESENT MAGNITUDE
POSITION OR YEARS OF AND TYPE OF IN WHAT
NAME OFFICE EXPERIENCE WORK CAPACITY
13. If any owner,officer,director,or stockholder of your firm is an employee of the City,or shares the ..-.
same household with a City employee,please list the name of the City employee and the relationship. In
addition,list any City employee who is the spouse,child,or parent of an owner,officer, stockholder,or
director who does not live in the same household but who receives care and assistance from that person as
a direct result of a documented medical condition. This includes foster children or those related by
adoption or marriage.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 ,�
004513-7
BIDDER PREQUALIFICATION APPLICATION
--- Page 7 of 9
CORPORATION BLOCK PARTNERSHIP BLOCK
If a corporation: If a partnership:
Date of Incorporation State of Organization
Charter/File No. Date of organization
President Is partnership general, limited,or registered limited
liability partnership?
Vice Presidents
File No. (if Limited
Partnership)
General Partners/Officers
Secretary Limited Partners (if applicable)
Treasurer
LIMITED LIABILITY COMPANY BLOCK
If a corporation:
State of Incorporation
Date of organization
File No. Individuals authorized to sign for Partnership
Officers or Managers(with titles,if any)
Except for limited partners,the individuals listed in the blocks above are presumed to have full
signature authority for your firm unless otherwise advised. Should you wish to grant signature
authority for additional individuals,please attach a certified copy of the corporate resolution,
corporate minutes,partnership agreement,power of attorney or other legal documentation which
grants this authority.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
004513-8
BIDDER PREQUALIFICATION APPLICATION
Page 8 of 9
14. Equipment
TOTAL
BALANCESHEET
ITEM QUANTITY ITEM DESCRIPTION VALUE
1
2
3
4 m
5
6
7 _.
8
9 .
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
Various-
TOTAL
Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment,
you may show these 30 types and show the remainder as "various".The City, by allowing you to show
only 30 types of equipment,reserves the right to request a complete,detailed list of all your equipment.
The equipment list is a representation of equipment under the control of the firm and which is related to
the type of work for which the firm is seeking qualification. In the description include,the manufacturer,
model,and general common description of each.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
004513-9
BIDDER PREQUALIFICATION APPLICATION
Page 9 of 9
BIDDER PREQUALIFICATION AFFIDAVIT
STATE OF
COUNTY OF
.. The undersigned hereby declares that the foregoing is a true statement of the financial condition of the
entity herein first named, as of the date herein first given;that this statement is for the express purpose of
inducing the party to whom it is submitted to award the submitter a contract;and that the accountant who
prepared the balance sheet accompanying this report as well as any depository, vendor or any other
agency herein named is hereby authorized to supply each party with any information,while this statement
is in force,necessary to verify said statement.
being duly sworn, deposes and says that
helshe is the of , the entity
described in and which executed the foregoing statement that helshe is familiar with the books of the said
entity showing its financial condition; that the foregoing financial statement taken from the books of the
said entity as of the date thereof and that the answers to the questions of the foregoing Bidder
Prequalification Application are correct and true as of the date of this affidavit.
Firm Name:
Signature:
Sworn to before me this
day of ,
Notary Public
Notary Public must not be an officer,director,or stockholder or relative thereof.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3
4 Pursuant to Texas Labor Code Section 406.096(a),as amended,.Contractor certifies that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No. 100993. Contractor further certifies that,pursuant to Texas Labor Code, Section
7 406.096(b),as amended, it will provide to City its subcontractor's certificates of compliance with
8 worker's compensation coverage.
9
10 CONTRACTOR:
11
12 _f -5�4J �v��u� . s% G-�. C By; G hca r��� l z-
13 Company (Please Print)
14
15 o..7 9 r— Signatures��- �— -
16 Address
17
18 u,4,e-, j.�` �G%/� Title: c af-
19 City/State/Zip (Please Print)
20
21
22 THE STATE OF TEXAS §
23
24 COUNTY OF TARRANT §
25
26 BEFORE ME, the undersigned authority, on this day personally appeared
27 Qk�c,r-w% 1). �j itn' , known to me to be the person whose name is
28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as
29 the act and deed of u0. for the purposes and
30 consideration therein expIlrbssed and in the capacity therein stated.
31
32 GIVEid Ur SER MY HAND AND SEAL OF OFFICE this day of
33 _ ,20Q.
34
35
36
37 Notary Pub ' and for t e State of Texas
38
39 END OF SECTION
EMILY A JOWGON
NOTARY PUBLIC STATE OF TEXAS
40MY COMM.EXP 10117 @0
NOTARY IO 12VA04
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No. 100993
004540-1
Minority Business Enterprise Specifications
Pagel of 2
SECTION 00 45 40
2 Minority Business Enterprise Specifications
3
•• 4 APPLICATION OF POLICY
5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is
6 applicable.
.. 7
8 POLICY STATEMENT
9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
12
13 MBE PROJECT GOALS
14 The City's MBE goal on this project is 5 % of the total bid value of the contract (Base bid applies to
15 Parks and Community Services).
16
17 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror
18 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
19
20 COMPLIANCE TO BID SPECIFICATIONS
21 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to
22 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
,a 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or
24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or
25 3. Good Faith Effort documentation,or;
26 4. Prime Waiver documentation.
.. 27
28 SUBMITTAL OF REQUIRED DOCUMENTATION
29 The applicable documents must be received by the Purchasing Division, within the following times
30 allocated, in order for the entire bid to be considered responsive to the specifications. The Offeror shall
31 deliver the MBE documentation in person to the appropriate employee of the purchasing division and
32 obtain a date/time receipt. Such receipt shall be evidence that the City received the documentation in the
.. 33 time allocated. A faxed and/or emailed copy will not be accepted.
34
1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business
.m goal is met or exceeded: day after the bid opening date, exclusive of the bid opening
date.
2. Good Faith Effort and received no later than 2:00 p.m., on the second City business
,., Subcontractor Utilization Form,if day after the bid opening date, exclusive of the bid opening
participation is less than statedgoal: date.
3. Good Faith Effort and received no later than 2:00 p.m., on the second City business
Subcontractor Utilization Form,if no day after the bid opening date, exclusive of the bid opening
MBE participation: date.
4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business
if you will perform all day after the bid opening date, exclusive of the bid opening
..
contracting/supplier work: date.
35
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised June 9,2015 RELOCATIONS CONTRACT 20I7
,. City Project No. 100993
004540-2
Minority Business Enterprise Specifications
Page 2 of 2
1
5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business
or exceeded. day after the bid opening date, exclusive of the bid opening
date.
2 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE
3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS.
_ 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID
BEING CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR
5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR
PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS.
Mw 6
7 Any Questions,Please Contact The NI/WBE Office at(817)212-2674.
8 END OF SECTION
9
10
11
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CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised June 9,2015 RELOCATIONS CONTRACT 2017
City Project No. 100993
.w
005243-1
Agreement
A Page 1 of 5
1 SECTION 00 52 43
2 AGREEMENT
3
4 THIS AGREEMENT, authorized on AUG 2 9 2011 is made by and between the City of Forth
5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
6 ("City"), and Tejas Commercial Construction LLC , authorized to do business in
7 Texas,acting by and through its duly authorized representative, ("Contractor").
.. 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1.WORK
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2.PROJECT
14 The project for which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 Small Diameter Water Main Extensions,Replacements& Relocations Contract 2017
17 City Project No. 100993
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
21 Documents are of the essence to this Contract.
�.. 22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 365 days after the date when the
24 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that City will
27 suffer financial loss if the Work is not completed within the times specified in Paragraph
28 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
29 General Conditions. The Contractor also recognizes the delays, expense and difficulties
30 involved in proving in a legal proceeding the actual loss suffered by the City if the Work
31 is not completed on time. Accordingly, instead of requiring any such proof, Contractor
32 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
33 City Three Hundred — Fifteen & 00/100 Dollars ($315.00) for each day that expires
34 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the
35 Final Letter of Acceptance.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 6,2017 RELOCATIONS CONTRACT 2017
City Project No. 100993
.r
005243-2
Agreement
.� Page 2 of 5
36 Article 4. CONTRACT PRICE
*� 37 City agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of Seven Hundred Fifty Thousand Dollars
39 ($ 750,000.00 ).
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
42 A. The Contract Documents which comprise the entire agreement between City and
43 Contractor concerning the Work consist of the following:
44 1. This Agreement.
45 2. Attachments to this Agreement:
46 a. Bid Form
47 1) Proposal Form
48 2) Vendor Compliance to State Law Non-Resident Bidder
49 3) Prequalification Statement
50 4) State and Federal documents(project specific)
51 b. Current Prevailing Wage Rate Table
52 c. Insurance ACORD Form(s)
53 d. Payment Bond
' 54 e. Performance Bond
55 f. Maintenance Bond
56 g. Power of Attorney for the Bonds
57 h. Worker's Compensation Affidavit
58 i. MBE and/or SBE Commitment Form
59 j. Form 1295 Certification No. 2017-243676
60 3. General Conditions.
61 4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment
63 or, if not attached, as incorporated by reference and described in the Table of
64 Contents of the Project's Contract Documents.
65 6. Drawings.
66 7. Addenda.
67 8. Documentation submitted by Contractor prior to Notice of Award.
68 9. The following which may be delivered or issued after the Effective Date of the
69 Agreement and, if issued, become an incorporated part of the Contract Documents:
70 a. Notice to Proceed.
a. 71 b. Field Orders.
72 c. Change Orders.
73 d. Letter of Final Acceptance.
74
75
r
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 6,2017 RELOCATIONS CONTRACT 2017
"�" City Project No. I00993
005243-3
Agreement
we Page 3 of 5
76 Article 6. INDEMNIFICATION
,.. 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
78 expense, the city, its officers, servants and employees, from and against any and all
79 claims arising out of, or alleged to arise out of,the work and services to be performed
80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
81 under this contract. This indemnification provision is specifically intended to operate
82 and be effective even if it is alleged or proven that all or some of the damages beim
83 sought were caused,in whole or in part, by any act, omission or negligence of the city.
.. 84 This indemnity provision is intended to include, without limitation, indemnity for
85 costs, expenses and legal fees incurred by the city in defending against such claims and
86 causes of actions.
87
88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
89 the city,its officers,servants and employees,from and against any and all loss,damage
90 or destruction of property of the city,arising out of,or alleged to arise out of,the work
91 and services to be performed by the contractor, its officers, agents, employees,
92 subcontractors, licensees or invitees under this contract. This indemnification
93 provision is specifically intended to operate and be effective even if it is alleged or
94 proven that all or some of the damages being sought were caused, in whole or in part,
95 by any act,omission or negligence of the city.
96
97 Article 7.MISCELLANEOUS
., 98 7.1 Terms.
99 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
100 have the meanings indicated in the General Conditions.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
r` 103 Contractor without the advanced express written consent of the City.
104 7.3 Successors and Assigns.
105 City and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
111 remaining provisions shall continue to be valid and binding upon CITY and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the State of
.. 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas,Fort Worth Division.
.r
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 6,2017 RELOCATIONS CONTRACT 2017
*R City Project No. 100993
.■
005243-4
Agreement
we Page 4 of 5
117 7.6 Other Provisions.
.. 118 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
119 classified, promulgated and set out by the City, a copy of which is attached hereto and
120 made a part hereof the same as if it were copied verbatim herein.
121 7.7 Authority to Sign.
122 Contractor shall attach evidence of authority to sign Agreement, if other than duly
■,,, 123 authorized signatory of the Contractor.
124
125
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Mr,
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MA
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CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 6,2017 RELOCATIONS CONTRACT 2017
+� City Project No. 100993
005243-5
Agreement
Page 5 of 5
127 IN WITNESS W iEREOF, City and Contractor have executed this Agreement in multiple
,... 128 counterparts.
129
130 This Agreement is effective as of the last date signed by the Parties("Effective Date').
131
Contractor: City of FoqWorth
By:_ � CA'
Jesus J.Chapa
By;����`��/C� Aeeiatant['iry Manager
(Signature) lreta�ry 11—/
Date1 6
Gt•c3.r lam, A411•-- Attesa,.0 f `h� .
..r (Printed Name) City
Seal �
Title: t/, ( }
.. Address:
P.o i3-x /o3!P5_ M&C
Date: 2 q i
►2 .-_.- � 4,�76 Tx ��it s- �kAS'.
City/State/Zip: Contract Compliance Manager:
By signing,I acknowledge that I am the person
responsible for the monitoring and
Date administration of this contract, including
ensuring all performance and reporting
�* require
••. Jim ter,P.E.
Senior Professional Engineer
Approved as to Form and Legality:
Douglas .Black
Senior Assistant City Attorney
132
133
134 APPROVAL RECOMMENDED:
135
,.� 13
137
138 OFFICIAL RECORD Chris Harder,P.E.
139 ASSISTANT DIRECTOR
140 CITY SECRETARY Water Department
141 FT.WORTH,TX
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 6,2017 RELOCATIONS CONTRACT 2017
City Project No.100993
PROHIBITION ON CONTRACTS WITH COMPANIES BOYCOTTING
ISRAEL
Contractor acknowledges that in accordance with Chapter 2270 of the Texas
Government Code, the City is prohibited from entering 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. The terms "boycott Israel" and "company" shall
have the meanings ascribed to those terms in Section 808.001 of the Texas
Government Code. By signing this contract, Contractor certifies that
Contractor's signature provides written verification to the City that Contractor.-
(])
ontractor:(1) does not boycott Israel, and (2) will not boycott Israel during the term of the
contract.
EXHIBIT A
TO FUND CONTROL/DISBURSEMENT AGREEMENT
ASSIGNMENT OF CONTRACT FUNDS AND CONSENT THERETO
This Assignment of Contract Funds and Consent Thereto (hereinafter"Assignment")is
entered into this 25th day of August, 2017 with Tejas Commercial Construction,
LLC("Contractor") and City of Fort Worth("Owner").
RECITALS
WHEREAS, Contractor has entered into an agreement for construction or other services
("Construction Contract") with Owner concerning that certain project known as Small Diameter
Water Main Extensions, Replacement & Relocations Contract 2017 City Project 100993
p- ("Project").
WHEREAS, Contractor is required to obtain performance, payment and maintenance
bonds(the"Bonds")regarding the Construction Contract and the Project;
WHEREAS, Endurance American Insurance Company ("Surety") has agreed to issue the
Bonds conditioned, in part, on Contractor selecting a fund control company to receive and
disburse monies due under the Construction Contract;
WHEREAS, Contractor selected and retained CSSG, Inc. d/b/a SOUTHWEST ESCROW
COMPANY ("SWEC"), under the Southwest Escrow Company Fund Control / Disbursing
Agreement dated the 25th day of August, 2017("Fund Control / Disbursement Agreement") to
provide such administration services on its behalf; and
WHEREAS, Contractor binds himself his successors, assigns and legal representatives,to
all covenants of this Assignment.
-- WHEREAS, Surety acknowledges that the Owner will make payments directly to SWEC
for the purpose of carrying out SWEC's obligations under the Fund Control / Disbursing
Agreement and agrees that this change in payment terms does not cause Owner to be in default of
any previous agreements on payments.
CLAUSES
NOW THEREFORE, in consideration of the preceding recitals, and other good and
valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Owner and
Contractor agree as follows:
1. Through this instrument, Contractor requests, and Owner consents, that all
Contract Funds due Contractor under the Construction Contract shall be
made directly to "SOUTHWEST ESCROW COMPANY" at 200 River
Pointe Dr. Suite 306 Conroe, TX 77304 or by wire transfer directly to
Rev.09/06 1 of 2
LA1 60134541.1
Northern Trust Bank, 2701 Kirby Drive, Houston, TX 77098 Account
number 2841054348 , including, but not limited to, any and all amounts
now due, scheduled to become due in the future, or which become due on
account of any increases in or amendments, additions, supplements,
extensions, extras, change orders, additional work or other additional
matters relating to the Construction Contract (collectively the "Contract
Funds"). The foregoing assignment of Contract Funds is irrevocable,
unconditional and absolute, and is not for security purposes. The parties
recognize however that the foregoing does not prevent the Owner from
withholding from payment to SWEC any amounts Owner would be
entitled to withhold from Contractor by virtue of terms of the Construction
Contract or by law.
2. The Contractor represents and warrants that he has full legal authority to
enter into this Assignment, and that he has taken all corporate action
necessary to authorize himself to enter into and perform under the
Construction Contract and this Assignment.
3. SWEC shall distribute the Contract Funds received under this Assignment
in accordance with the terms and conditions of the Fund Control /
Disbursement Agreement in order to discharge Contractor's obligations to
subcontractors and suppliers for any work performed under the
.. Construction Contract.
City of Fort Worth Tejas Commercial Construction LLC
(Owner) (Contractor)
By: (Sign) �__ZBy: (Sign e
By: (Print)_Jesus J. Chapa By: (Print) CHAP! s D. AGLCA1
Its: Assistant City Manager Its:
Email: Jesus.Chapa@fortworthtexas.gov Email: e 4 G 65d& 7E�A5�'OA/ ✓G711W. I1 of
NOTE: This must be signed by an authorized representative of the Owner. The
architect or engineer should not sign this document.
** Rev.09/06 2 of 2
LAI 60134541.1
SOUTHWEST
ESCROW COMPANY
FUND CONTROL/DISBURSEMENT AGREEMENT
This FUND CONTROL/DISBURSEMENT AGREEMENT is made as of August 25th 2017by and between Tejas Commercial
Construction LLC(hereinafter"Contractor"),and GSSG. INC.dba THE SOUTHWEST ESCROW COMPANY,a Texas Corporation,at 200 River
Pointe Dr.,Suite 306,Conroe,Texas 77304(hereinafter"Funds Administrator").
RECITALS
A. Contractor has entered or will enter into a Construction Contract for construction or other services with the City of Fort Worth
Water Deparment("Owner")concerning that certain project known as Small Diameter Water Main Extensions,Replacemants
u &Reclocations Contract 2017 City Project No.100993,("Project").
B. Pursuant to the Construction Contract,the Contractor is or may be required to obtain one or more surety bonds in order to secure
the Contractor's payment of subcontractors and suppliers and/or the performance of work under the Construction Contract.
C. In connection with,as a condition of,or as an inducement to the issuance of the surety bonds or as other evidence or assurance of
the Contractor's ability to perform those obligations,the Contractor and the Funds Administrator are entering into this Agreement
regarding the control and disbursement of all payments to be made by the Owner under the Construction Contract.
�. D. Contractor desires that the Funds Administrator provide such disbursement services on its behalf and the Funds Administrator is
willing to provide such services to the Contractor.Therefore,the Contractor and the Funds Administrator have agreed to enter into
this Fund Control/Disbursement Agreement with respect to the provision of such disbursement services by the Funds Administrator
in connection with the Project described above,on the terms and conditions hereinafter set forth.
E. The Funds Administrator and the Contractor,respectively,bind themselves,their successors,assigns and legal representatives to
-- the other party and their successors,assigns and legal representatives,with respect to all covenants of this Agreement.
NOW THEREFORE,in consideration of the foregoing and the promises and mutual covenants hereinafter set forth,and other good
and valuable consideration,the receipt and sufficiency of which are hereby acknowledged,the parties hereto agree as follows:
ARTICLE 1
y. DEFINRIONS AND PURPOSE OF AGREEMENT
1.1 DEFINITIONS:The following terms shall have the following meanings:
�. (a) Account Funds: All funds contained in the Fund Administration Account which the Funds Administrator receives
pursuant to the Construction Contract and this Agreement shall be referred to collectively as the"Account Funds".
(b) Agreement: The term"Agreement"shall mean and refer to this Fund Control/Disbursement Agreement(FCDA).
(c) Bonds: The term"Bonds"shall mean and refer to the surety bonds issued by Surety(as defined below)at the request of
the Contractor relevant to the Project,including,but not limited to,any and all Labor&Material Payment Bonds and
.. Performance Bonds.
(d) Construction Contract: The term"Construction Contract"shall mean and refer to the construction and/or service
contract between the Contractor and the Owner related to the Project,including any and all modifications,amendments
and changes thereto.
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(e) Contract Funds: The term"Contract Funds"shall mean and refer to all payments paid or to be paid by the Owner
pursuant to the terms of the Construction Contract including,without limitation,all amounts relating to any change orders,
bonuses,claims for equitable adjustment,amendments,or replacements of or to the Construction Contract.
(f) Fee: The term"Fee"shall mean and be calculated as an amount equal to three quarters of one percent(0.75)%of
the original dollar value of the Construction Contract,for a total compensation of never less than$5,625.00arising from
the original Construction Contract amount of$750,000.00as described above,and to otherwise be adjusted by an equal
- percentage amount resulting from any change to all other payables which are or become Contract Funds.The term Fee
shall also include a one-time set-up charge of$300.00.
(g) Fund Administration Account: The term"Fund Administration Account"shall mean the bank account into which the
Funds Administrator deposits any and all money received by the Funds Administrator pursuant to this Agreement;i.e.the
Account Funds.The Fund Administration Account shall be maintained at a financial institution selected by the Funds
Administrator.
(h) Owner: The term"Owner",shall ordinarily mean the actual owner of the Project.But,when the Construction Contract is
between the Contractor as a subcontractor or supplier of services to a prime,general or any other top tier contractor,then
"Owner"shall mean that prime,general or any other top tier contractor instead of the actual owner.
(i) Lure : The term"Surety"shall mean and refer to Endurance American Insurance Company the bonding
company(ies)that provided the Bonds for the Contractor on the Project.
1.2 PURPOSE OF THE AGREEMENT AND THIRD PARTY BENEFICIARY: The purpose of this Agreement is to assist the Contractor with the
administration and disbursement of the Account Funds and Contract Funds as required by the Surety.The parties intend this
Agreement to create limited third party beneficiary rights in the Surety only.
ARTICLE 2
TERM OF AGREEMENT
••� 2.1 TERM: The term of this Agreement shall commence on the date first above written and shall end,unless sooner terminated
pursuant to the terms set forth in section 2.2 below,upon the final disbursement of all Account Funds;however,in no event shall
this Agreement extend beyond three(3)years from the execution hereof,except as provided in section 2.3 below.
2.2 TERMINATION: This Agreement shall terminate upon completion of the Project by the Contractor,disbursement of all Account
Proceeds by the Funds Administrator,and beneficial occupancy or acceptance of the Project by the Owner.However,the Funds
..w
Administrator may,at any time,for any reason or for no reason and also for any of the reasons constituting grounds for default as
specifically enumerated in section 12.2 below,terminate this Agreement and all of the Funds Administrator's associated
responsibilities and obligations,by giving ten(10)days written notice to the Contractor and the Surety.In such event,any Account
Funds remaining in the Fund Administration Account shall be disbursed by the Funds Administrator to the Surety for the benefit of
those parties legally entitled thereto. In addition,the Funds Administrator shall provide copies of all its records relating to the
Project to the Surety or to any party directed by the Surety.Upon such disbursement to the Surety,the Surety shall have all the
rights,privileges and prerogatives that the Funds Administrator formerly had under this Agreement concerning the Fund
Administration Account and the Contract Funds.
2.3 EXCEPTION: In the event that the Construction Contract shall not be completed before the expiration of three(3)years from the
■* execution hereof,this Agreement shall remain in full force and effect until such time as all work is completed and all Contract Funds
have been paid and distributed pursuant to the terms of the Construction Contract and this Agreement.
�. ARTICLE 3
SCOPE OF SERVICES
3.1 FUNDS DISBURSEMENT: To the extent requested by the Surety,the Funds Administrator will:
(a) Receive Contract Funds as paid by the Owner pursuant to the terms of the Construction Contract;
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(b) Review,evaluate and compare applications for payment,individual invoices and other documentation received from the
Contractor in accordance with the performance of the Construction Contract;and
(c) Process payments in general conformance with the Funds Administration Procedures set forth in Exhibit"B"hereto.
3.2 POST CONSTRUCTION/PROJECT COMPLETION: After completion of the Project,to the extent requested by the Surety,the Funds
Administrator will:
(a) Require the Contractor to provide Final Lien Releases for itself and all subcontractors,suppliers and other vendors who
provided labor,equipment,materials or services to the Project;
(b) Require the Contractor to provide an executed Affidavit of Completion;
(c) Require the Contractor to provide an executed Contractor's Affidavit of Completion and Payment of Bills and Indemnity
as set forth within the Funds Administration Procedures, Exhibit"B."
3.3 SURETY RESERVE: The Funds Administrator is hereby authorized and directed to and shall reserve an amount of Contract Funds
("Surety Reserve")in the Funds Administration Account for the protection of the Surety from all claims,losses,damages or
expenses asserted against or incurred by the Surety with respect to the Bonds or the Contract.The amount of the Surety Reserve
shall at all times be,in the aggregate,equal to u of all payments the Funds Administrator receives from the Owner.The
parties acknowledge and agree that Surety Reserve may be increased or decreased from time to time as the Surety may
determine,in its sole discretion,appropriate.The Funds Administrator shall apply the Surety Reserve to any such claim,loss,
damage or expense and/or shall reimburse the Surety directly for the same,upon Funds Administrator's receipt of a written
request for the same from the Surety.The Surety Reserve shall not be available for direct payment to the Contractor or any
creditor,until and unless the Funds Administrator receives written direction from the Surety to do so.The Contractor authorizes
the Funds Administrator to comply immediately with any directions that the Surety delivers to the Funds Administrator concerning
the Surety Reserve maintained in the Funds Administration Account.
3.4 FUNDED AMOUNT: Upon execution of this agreement and prior to the issuance of any Bonds,the Contractor shall place the sum of
$0.00 into the Funds Administration Account.The purpose of these funds will be to provide additional security for the Surety and to
assure the availability of working capital to fund the contractor's start-up costs,payroll,overhead,and related expenses directly
attributable to the project. In order to obtain any portion of these funds,Contractor must provide sufficient documentation of such
start-up costs and expenses.To the extent feasible,a$0.00 balance shall be maintained in the Funds Administration Account.
Where necessary in order to maintain the$0.00 minimum balance,Funds Administrator may,at its option,withhold all or a portion
of any balance remaining after payment of obligations,from any contract draw that is received from the Owner.
ARTICLE 4
" CONSENT OF CONTRACTOR
4.1 CONSENT: The Contractor hereby consents to the Funds Administrator providing the service contemplated in this Agreement,to
include,but not be limited to receiving and disbursing all Contract Funds.
4.2 NO INTERFERENCE OR CONTROL: The Contractor Consents,acknowledges and agrees that the Funds Administrator,by virtue of its
performance of this Agreement,shall in no way be construed to interfere with the Contractor's business,any agreement the
Contractor may enter into in connection with the Construction Contract,the Project or the Contractor's performance of the work
contemplated by the Construction Contract documents,and that the Funds Administrator is not acting in any way to exercise
dominion and/or control of the Contractor's operations.
4.3 DISPUTES: The Contractor hereby further consents,acknowledges and agrees that,in any dispute between the Contractor and the
Funds Administrator or Surety,that the Funds Administrator shall be governed by,without liability for acts or failures to act in
reliance on and performance pursuant to,the instructions of the Surety.
4.4 DISBURSEMENT AGENT: The Contractor acknowledges and agrees that the Funds Administrator may,in its sole and absolute
discretion,utilize a Disbursement Agent to perform any or all of the obligations under this Agreement,including without limitation,to
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.� review Disbursement Authorizations and other disbursement procedures under this Agreement.The Contractor acknowledges that
the use of any Disbursement Agent by the Funds Administrator is solely for the Funds Administrator's benefit and that the
Contractor shall have no rights against any Disbursement Agent as a third party beneficiary of any such use. It is understood that
the use of the term"agent"herein(or any other similar term)with reference to the Disbursement Agent is not intended to connote or
confer any fiduciary or other implied or express obligations arising under agency doctrine of any applicable law. Instead,such a
term is used only as a matter of market custom,and is intended to reflect only an administrative relationship between the Funds
-- Administrator and the Disbursement Agent as contracting parties.
ARTICLE 5
�. FUND ADMINISTRATION ACCOUNT
5.1 THE ACCOUNT: The Contractor agrees and acknowledges that the Funds Administrator will open and establish a Fund
Administration Account at a commercial checking account through an insured financial institution for the deposit and disbursement
of all Contract Funds in accordance with the terms set forth herein.
5.2 FUNDS: All funds payable under the Construction Contract shall hereinafter be delivered to the Funds Administrator for deposit into
.- the Fund Administration Account to accommodate the purpose hereunder.The Contractor hereby authorizes and directs the Funds
Administrator's bank to accept for deposit any checks made payable to the Contractor and presented by the Funds Administrator in
accordance herewith.The Funds Administrator's bank shall be entitled to rely on the above directive of the Contractor until such
-- time as both the Contractor and the Funds Administrator provide the bank with written notice regarding the revocation of the
authorization and direction stated herein.
5.3 SOLE SIGNATORY: The Contractor agrees and authorizes the Funds Administrator to endorse the Contractor's payments for deposit
into the Fund Administration Account and further agrees that the Funds Administrator will be the sole authorized signatory on the
Fund Administration Account.
�- 5.4 NOT A FIDUCIARY OR TRUST RELATIONSHIP: The Contractor acknowledges that this Agreement constitutes the Funds Administrator
as an administrator and disburser,not as a trustee or other fiduciary,of the Account Funds and that legal title to the Account Funds
shall be in the name of the Contractor until such time as the Funds Administrator disburses such Account Funds.The Contractor
-- further agrees that the Funds Administrator's sole capacity under this Agreement is to administer and disburse the Account Funds
in accordance with the terms of this Agreement as an accommodation to the Surety and the Contractor. The Contractor further
acknowledges and agrees that no term of this Agreement or of any related agreement,document or instrument,and no course of
dealing between the parties,shall be deemed to create any agency,partnership or joint venture relationship between the parties or
any fiduciary duty on part of the Funds Administrator or any Disbursement Agent in favor of the Contractor or the Owner,any
subcontractor,supplier or any other person or entity involved with the Project.
5.4 No INTEREST ON ACCOUNT FUNDS: The Contractor agrees that the Funds Administrator assumes no responsibility for the earning of
any interest or other income on the Account Funds and that the Funds Administrator shall not be required to pay any interest to the
Contractor on the Account Funds,whether or not any such interest is earned.
5.5 NO LIABILITY ARISING FROM ACTS OR OMISSIONS OF THE FINANCIAL INSTITUTION: The Contractor agrees that the Funds Administrator
shall assume no responsibility,nor is the Funds Administrator liable or obligated towards the Contractor,in connection with the
financial institution's actions,or inactions,regarding the Fund Administration Account.The Contractor agrees that the Funds
Administrator shall not be liable for any loss of the Account Funds occasioned by,arising out of,or in any way connected to,the
selection of the financial institution in which Contract Funds are to be deposited and from which they are to be distributed.The
Contractor agrees further that the Funds Administrator assumes no responsibility in the event of any failure of the financial
institution to honor any item drawn on the Fund Administration Account or to credit the Fund Administration Account with any funds
improperly released or paid by the financial institution,whether by forged endorsement or the failure of said financial institution to
exercise commercially reasonable practices in connection with the maintenance of said account.
5.6 NO LIABILITY FOR BANKRUPTCY: The Funds Administrator shall have no responsibility or liability for any loss or diminution in value of
any assets held under this Agreement which may result from the bankruptcy,insolvency,liquidation or receivership of the Funds
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Administrator's financial institution.The parties acknowledge and agree that the Funds Administrator shall be irrebuttably
presumed to have acted in accordance with commercially reasonable standards if the Contract Funds are deposited at a bank or
savings and loan institution chartered by the United States of America or the State of Texas.
ARTICLE 6
CONTRACTOR RESPONSIBILITIES
6.1 BOOKS AND RECORDS: The Contractor hereby agrees to maintain accurate and complete books and records relating to the Project,
the Construction Contract and all Disbursement Authorizations,and copies of all correspondence to or from the Owner,Contractor,
any governmental authority and any other party involved with the Project.
6.2 AGREEMENT TO COMPLY WITH DOCUMENTS: The Contractor hereby agrees to comply with all terms and conditions of the
Construction Contract and this Agreement and to cooperate in and facilitate implementation and execution of all of terms,purposes
and intentions of this Agreement,including,but not limited to,the Funds Administration Procedures attached hereto as Exhibit"B".
6.3 AssIGNMENT of CONTRACT FUNDS: By executing this Agreement,the Contractor assigns to the Funds Administrator the right to
receive all Contract Funds,including but not limited to all payments of any kind due to the Contractor under the Construction
Contract,whether now existing,arising in the future,vested or contingent,for ultimate disbursement in accordance with the terms
and provisions of this Agreement.The Contractor further agrees to execute on its own behalf and then deliver to the Owner for their
u� acceptance,agreement and execution an Assignment of Contract Funds and Consent Thereto in the form attached hereto as
Exhibit"A",directing the Owner to forward all payments due under the Construction Contract directly to the Funds Administrator for
deposit into the Fund Administration Account.In the event that the Owner remits any Contract Funds to the Contractor instead of to
the Funds Administrator,the Contractor must and will immediately forward said funds to the Funds Administrator.
6.4 AGREEMENT TO PROVIDE DOCUMENTATION: The Contractor will provide to the Funds Administrator any and all documentation
reasonably necessary to facilitate this Agreement.Such documentation shall include,but not be limited to,any and all preliminary
lien and/or statutory notices,lien notices,stop notices,claims or demands,etc. Additionally,the Contractor shall immediately
notify the Funds Administrator of any disputes or disagreements with the Owner,subcontractors,suppliers,vendors,architects,
-- engineers or any other party relating to the Project.
6.4 RESPONSIBILITY FoR TAxEs: The Contractor shall at all time be is solely responsible for the timely payment of all taxes and union
dues(if applicable)and the timely compliance with all related reporting,including,but not limited to,payroll,income,sales,and
1099 reporting,and/or any and all other similar requirements,whether federal,state,local,union or other entity.The Funds
Administrator is not responsible for the payment of any taxes for or on behalf of the Contractor,nor for complying with any related
reporting,including,but not limited to,payroll,income,sales,and 1099 reporting.
6.5 CONTRACTOR'S PRE-COMMENCEMENT RESPONSIBILITIES: Prior to commencement of any work on the Project under or pursuant to
the Construction Contract,the Contractor shall deliver to Funds Administrator the following items,fully completed and executed as
applicable:
(a) The Construction Contract;to also include,if requested,all exhibits,addenda,general conditions and related documents,
-- the plans and specifications for the Project and copies of all permits,approvals and licenses required to be obtained from
any governmental authority for the construction work to be performed on the Project;
(b) The Project Fact Sheet as referred to in the Funds Administration Procedures attached hereto as Exhibit"B";
(c) A sworn statement in the form referred to in the Funds Administration Procedures attached hereto as Exhibit"B",which
identifies the names,addresses and telephone numbers of all subcontractors with whom the Contractor has contracted
regarding the Project and a brief description of each such subcontractor together with the dollar value of such contract
(the"Sub-Contractor List");
(d) Copies of all subcontracts disclosed on the Sub-Contractor List;
(e) Copies of all purchase orders,estimates,invoices,statements and the like;
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(f) A detailed budget for the Project using standard industry codes in the form referred to in the Funds Administration
Procedures attached hereto as Exhibit"B"or alternative coding acceptable to the Funds Administrator;and
(g) Any other information or written materials regarding the Project budget which are relevant to the Agreement which the
.. Funds Administrator may request in writing.
6.6 CONTRACTOR'S RESPONSIBILITIES DURING CONSTRUCTION. During construction of the Project and within five(5)days of the
Contractor becoming aware of the following,the Contractor shall deliver the following to the Funds Administrator:
(a) If,at any time,there are any subcontractors or suppliers or other creditors under the Construction Contract or the Project,
who are not listed on the Sub-Contractor List but who:(1)are used for any purpose under the Construction Contract to
perform services or provide labor or material to the Project,including also but not limited to on-site or off-site testing;(2)
may otherwise obtain liens under the Construction Contract;or(3)to which the Funds Administrator or the Owner may
have any liability then the Contractor shall provide the Funds Administrator with a supplemental Sub-Contractor List
identifying all such persons,together with all related information("Supplemental List").Likewise,a Supplemental List
shall be submitted to the Funds Administrator immediately upon any change to the information contained on the
Sub-Contractor List due to the addition or deletion of a subcontractor,a change in the dollar amount of each subcontract
or the like;
(b) Copies of all changed and/or new subcontracts which have not been previously disclosed on the Sub-Contractor List;
(c) Copies of any and all additional purchase orders,estimates,invoices,statements and/or any written notice of any
change orders,modifications,extras,additional improvements or work to the Project,including,but not limited to,any
increases or decreases in the Construction Contract amount,or any work contiguous to,or in the immediate vicinity of,
�. the Project with which the Contractor is involved,and which have not been previously disclosed on the Sub-Contractor
List;
(d) Any modified or updated budgets for the Project,showing all construction costs,labor,overhead,profit and the like,
together with interim and final completion dates;
(e) Notice of any actual,potential or asserted backcharge,credit or offset,including also those for delay,liquidated or
punitive damages to assessed against the contract;
(f) Notice of any substantial amendments to or modifications of the Project timeline;
(g) Notice of any actual,potential or asserted default under the contract;
(h) Notice of any actual,potential or asserted default or dispute under a subcontract,or claim of delay or interference by a
subcontractor or any other person or entity on the Project;
(i) Copies of any Claims, Notices,Sworn Statements of Account or Liens filed or to be filed by the Contractor against the
Owner or other prime or general contractor
Written notice of any disagreement or dispute between the Contractor and any of the following:(1)the Owner;(2)any of
the Contractor's subcontractors or materialmen;or(3)any others who have provided labor,materials,equipment or
services to the Project;
(k) Copies of all preliminary notices and any claim,lien or other notice received by the Contractor involving nonpayment for
labor,materials,equipment or services supplied to the Project;and
(1) Any other information or written materials regarding the Project budget which are relevant to the Agreement which the
�. Funds Administrator may request in writing.
6.7 SHORTAGE IN PROJECT BUDGET: In the event the actual costs of construction of the Project appear to the Funds Administrator,in its
sole discretion,to exceed the Project budget prepared by the Contractor,excluding any cost increase as a result of approved
Change Orders executed by the Owner,then the amount by which actual construction costs exceed the Project budget(the
"Project Shortage")shall be the responsibility of the Contractor.In the event of any such Project Shortage,the Funds Administrator
shall request that the Contractor deposit into the Fund Administration Account additional funds in an amount necessary to satisfy
any such Project Shortage.The Contractor's failure to deposit required additional funds into the Funds Administration Account may
be deemed to be a material default of this Agreement.Should the Contractor fail to fund the forecasted shortage,the Funds
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Administrator may also,in Funds Administrator's sole discretion withhold from the Contractor's profit and/or expense
reimbursement,the amount necessary to pay for any such Project Shortage.
6.8 INDEMNIFICATION IN THE EVENT OF SHORTAGE OR LIEN CLAIMANT. The Contractor,and all other parties individually executing this
" Agreement on behalf of Contract, if any,and their successors and assigns,jointly and severally indemnify,defend and hold
harmless both the Surety and the Funds Administrator and their officers,directors,shareholders,agents,employees,successors
and assigns from and against any and all liability,costs and expenses,including,but not limited to,attorneys',witness'and
accountants'fees,investigation costs,travel costs,transcript costs,disbursements,settlement amounts,judgments,fines or
penalties,which either the Surety or the Funds Administrator may incur in connection with any such Project Shortage or Claim.
^' ARTICLE 7
DISBURSEMENTS
.. 7.1 DISBURSEMENT AUTHORIZATIONS. The Funds Administrator Shall disburse all Contract Funds to either:(1)the Contractor;(2)the
applicable creditor of the Contractor;(3)the Funds Administrator;or(4)all or any combination of the preceding,all in accordance
with the terms of this Agreement.Separate Disbursement Authorizations shall be submitted for each and every party for which
Contractor is requesting a disbursement of Account Funds.The Contractor represents and warrants to the Funds Administrator
that,prior to submitting any Disbursement Authorization,the Contractor will inspect the applicable work performed or materials
delivered and determine the sufficiency of the same.All Disbursement Authorizations shall be executed by an authorized
representative of the Contractor and shall:
(a) Identify the parties to be paid and the amount to be paid to such party;,and
(b) Identify all applicable invoice numbers,their relationship to budget line items included in Section 6.7(%and the
supporting documentation required under Section 7.2(b)below;,and
(c) Provide a detailed breakdown of prior amounts paid to such party and the amount of payments remaining to be made to
such party,through Project completion;indicate whether the requested payment is the final payment for such payee;
instruct the Funds Administrator to withhold any billings in excess of costs(including overhead and profit)in the Accounts
Funds and to apply such excess to cost in excess billings at future draw periods.
7.2 DISBURSEMENTS FOR LABOR,SERVICES OR MATERIALS: Funds Administrator will not disburse any Account Funds to any
party unless and until Funds Administrator receives the following;documents and until any and all other applicable requirements of
Article 7 have been satisfied:
�. (a) Copies of any disbursement requests submitted by the Contractor to the Owner relating to or including the same
payments covered by the Disbursement Authorization;
.. (b) Appropriate supporting documents,including,but not limited to,invoices,statements,receipts,delivery tickets,and the
like evidencing that disbursements were for a Project expense;
(c) Copies of certified payrolls,as required by law or the contract,of the Contractor for the Project;and
(d) Appropriate partial or final lien waivers or similar documents,properly executed,regarding such Disbursement
Authorization. In the absence of a statutorily required release,progress payment lien waivers in the form attached
referred to in the Funds Administration Procedures attached hereto as Exhibit"B"shall be acceptable in connection with
partial payments,and final payment lien waivers in the form referred to in the Funds Administration Procedures attached
hereto as Exhibit"B"shall be acceptable.All lien releases shall be subject to the Funds Administrator's review and
approval.
7.3 CERTAIN DISBURSEMENTS TO CONTRACTOR: If any Disbursement Authorization requests that Contractor receive a direct payment of
Contract Funds for overhead,supervision,profit or otherwise,the Funds Administrator shall make such disbursement directly to the
Contractor only if:(1)all applicable requirements set forth in this Article 7 are satisfied;(2)the amount of such payment is within line
of the overall completion budget of the Project;such to be periodically reviewed and evaluated by the Funds Administrator.
Completion of the project shall be measured by a percentage equal to project costs(excluding overhead and profit payments)paid
by the Funds Administrator divided by total estimated costs for the project.The overhead and profit amount as shown in the
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Contractor's detailed budget will be reduced to cover all costs in excess of those itemized therein unless the original cost
projections are revised as the result of Change Orders or other appropriate adjustments as agreed to by the Funds Administrator.
7.4 FINAL DISBURSEMENT OF CONTRACT FUNDS: The Contractor shall not be entitled to receive the final disbursement of Contract
Funds,including the Surety Reserve and Funded Amount,until all the following requirements are satisfied:
(a) All conditions of Articles 6 and 7 are satisfied and the Funds Administrator has received all documentation required under
this Agreement;
(b) The Funds Administrator has received final payment from the Owner;
(C) Any and all claims and disputes are resolved to the satisfaction of the Funds Administrator and the Surety;
(d) The Funds Administrator receives written notice from the Owner that the Contractor has fully performed all of its
obligations under the Contract,that there are no outstanding liens filed against the Project,and that the Owner has
accepted the Project;
(e) The Funds Administrator receives written consent of the Surety authorizing the release of final disbursement to the
Contractor;
(f) The Funds Administrator receives verification in form satisfactory to the Funds Administrator,from the appropriate
financial institutions of the exact amount remaining in the Fund Administration Account;
(g) The Contractor has submitted to the Funds Administrator an Affidavit regarding Project completion;
(h) The Contractor has submitted to the Funds Administrator an affidavit substantially in the form referred to in the Funds
Administration Procedures attached hereto as Exhibit"B"that all bills relating to the Project have been paid;and
(i) The Funds Administrator has received all amounts due it under this Agreement.
ARTICLE 8
REPRESENTATIONS AND WARRANTIES
8.1 INDUCEMENT: To induce the Funds Administrator to enter into this Agreement,the Contractor makes the representations and
warranties set forth in Sections 8.2 through 8.6 of this Agreement.The Contractor covenants that said representations and
warranties are true and correct as of the date of this Agreement and will remain true and correct throughout the term of this
Agreement.
8.2 AUTHORITY: The Contractor has full legal and equitable authority to enter into and perform this Agreement.
8.3 SUBSTANTIVE OPERATION: The Contractor has read and fully understands the terms and provisions of this Agreement and its
substantive application.The Contractor further represents and warrants that no term or provision set forth in this Agreement will
impede the Contractor's ability to comply with or perform under the Construction Contract or hinder the Contractor's general
operation of its business.
8.4 No BREACH: The execution of and performance under this Agreement by the Contractor will not conflict with,result in the breach or
termination of,or constitute a default under any of the Contractor's organizational documents or any lease,agreement,contract,
commitment or other instrument,or any order,judgment or decree,to which the either is a party or by which the either is bound.The
terms and provisions of this Agreement will not constitute a breach of any law,rule or regulation of any court or governmental
department,commission,board,agency or instrumentality that is binding on the Contractor.
8.5 LITIGATION: The Contractor represents that,to the best if its knowledge,there are no legal actions, proceedings or investigations
pending against the Contractor or the Project.
8.6 ACCESS To BOOKS AND RECORDS: The Contractor will provide the Funds Administrator or any of its agents,representatives,
accountants or attorneys full access to all books,records,contracts,commitments and properties of the Contractor related to the
Project,if requested in writing by the Funds Administrator to do so.
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ARTICLE 9
FUNDS ADMINISTRATOR RESPONSIBILITIES
9.1 ADMINISTRATION OF DISBURSING ACCOUNT: The Funds Administrator shall maintain the Fund Administration Account from which it
shall have the authority to execute such checks,bank wires and disbursement orders and order such checks and/or disbursement
orders as necessary for the Funds Administrator to discharge its responsibilities.The Contractor agrees that the Funds
Administrator shall pay no interest on the deposited funds,whether earned or not,and the Funds Administrator assumes no
responsibility for the earning of any income thereon.
9.2 TIMING OF PAYMENTS: The Funds Administrator shall process collected funds within seven(7)days from receipt of sufficient
Contract Funds and all properly submitted documentation required herein.The Funds Administrator shall not be held liable for any
claim for costs,expenses,interest or penalties arising from any alleged late payment if the Funds Administrator properly makes the
requested disbursement within the time set forth herein.The Contractor shall indemnify and hold the Funds Administrator harmless
from any such claims.
9.3 DATA TRANSMISSION: The Funds Administrator shall deliver to the Contractor at its own expense,copies of applicable reports
regarding processed disbursements via two-day delivery,otherwise by regular mail.
9.4 RIGHT TO WITHHOLD DISBURSEMENTS. Disbursements to the Contractor maybe withheld by the Funds Administrator until such time
that all documents reasonably required by this Agreement have been furnished to the Funds Administrator or as otherwise
authorized herein.
9.5 CONFLICTING DEMANDS:
,., (a) If at any time a dispute arises concerning the Account Funds or in connection with this Agreement,or Funds
Administrator receives instructions from the Contractor,.,the Owner or any creditor which the Funds Administrator deems
to conflict with any term or provision of this Agreement or the instructions the Funds Administrator receives from any
other party,all Account Funds then on deposit,or thereafter deposited,shall be disbursed only with the written consent of
or direction of the Surety.Upon the giving of said consent or direction by said Surety,the Funds Administrator shall have
the right to either:(1)refrain from taking any action other than to keep safely the Account Funds until such conflict is
resolved to the Funds Administrator's sole satisfaction;(2)forward all Account Funds held under this Agreement to the
Surety,or(3)return all Account funds held under this Agreement to the Owner;or(4)with reasonable notice to the
Contractor,deposit all Account Funds with the appropriate court("Court").
(b) In the event that the Funds Administrator deposits the Account Funds with the Surety or a Court,the Funds Administrator
shall be relieved of all obligations under this Agreement and shall no longer be responsible to account for or disburse the
Account Funds. Effective as of the date of any such deposit with the Surety or a Court,the Contractor fully releases all
claims which in any way concern the Account Funds or this Agreement that the Contractor may have against the Funds
Administrator whether known or not,contingent or vested,arising at law,in equity or otherwise,excepting such claims for
distributions in violation of this Agreement,willful misconduct,or gross negligence.In any event,the Contractor agrees to
indemnify and hold harmless the Funds Administrator from any damages,costs and expenses incurred in connection
with any such dispute.
(c) The Contractor agrees further that the Funds Administrator shall be entitled to deduct from the Account Funds all
'Po damages,costs and expenses incurred by the Funds Administrator in connection with any such dispute upon the
incurrence of any such cost or expense.
9.6 EFFECT OF JUDICIAL ACTION CONCERNING THE CONTRACT FUNDS. If a court,administrative or arbitration order at anytime attaches,
gamishes or levies upon any Account Funds,or stays or enjoins the assignment,conveyance,transfer or delivery of any Account
Funds,or if any judgment or decree which affects all or a portion of the Account Funds is entered,then the Funds Administrator is
authorized,in its sole discretion,to rely upon and comply with such order,writ,judgment or decree,irrespective of whether the body
which issued the same had proper Jurisdiction,venue or competence.The Funds Administrator will,whenever practicable,give the
Contractor up to sixty(60)days to cure or resolve problems prior to depositing the Account Funds with the Court. If the Funds
Administrator complies with any such order,writ,judgment or decree,the Funds Administrator shall not be liable to the Contractor
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.. or any successor of the aforesaid or to any person,entity,firm or corporation by reason of such compliance,even though such writ,
order,judgment or decree subsequently may be reversed,modified,annulled,set aside or otherwise vacated.If any suit or
proceeding concerning this Agreement involves or threatens the Funds Administrator,the Funds Administrator shall have a first lien
on the Account Funds for any and all costs and reasonable attorneys'fees which the Funds Administrator may incur in connection
therewith,whether the Funds Administrator's attorney is regularly retained or specially employed.The Funds Administrator also
shall have a first lien in the Account Funds for any and all other reasonable expenses which the Funds Administrator may incur or
for which the Funds Administrator becomes liable in connection with any such suit or proceeding. If the Account Funds are
insufficient to allow the Funds Administrator full reimbursement for the foregoing items,the Contractor shall immediately upon
written demand pay to the Funds Administrator the remaining balance of such costs and expenses.
9.7 MAINTENANCE OF RECORDS: The Funds Administrator will maintain,at its place of business,adequate records of Account Funds
received and disbursed,appropriate releases from the Contractor,subcontractors,material suppliers,and laborers in connection
with the Construction Contract and will permit inspection of these records at any reasonable time by the Contractor.
9.8 NOTICE of LIENS. The Funds Administrator shall contact the Surety and the Contractor immediately once it is aware of any liens or
documented and potentially supportable claims.Should the Contractor fail to comply with its obligations herein,including,but not
-- limited to,compliance with section 6.10 above,the Funds Administrator shall be entitled to follow the Surety's direction with regard
to same.
9.9 COPIES OF REPORTS. The Funds Administrator shall provide the Contractor with copies of funds administration disbursement
reports and/or other information relevant to the performance of this Agreement as reasonably requested.
9.10 RIGHT OF COMMUNICATION. The Funds Administrator may communicate with the Contractor,Owner,subcontractors,suppliers or
other creditors as necessary to determine the status of their accounts with the Contractor and with respect to the Project.
9.11 GENERAL POWERS AND RIGHTS OF THE FUNDS ADMINISTRATOR. In addition to any powers of the Funds Administrator that are either
implied or expressed elsewhere in this Agreement,the Funds Administrator shall have the following powers and discretion in the
administration and distribution of all Contract Funds:
(a) The Funds Administrator may rely upon any signed affidavit,certificate,letter,document,instrument,notice or other
evidence which the Funds Administrator reasonably believes to be genuine,and,on the basis of such evidence,the
Funds Administrator may make any distribution under this Agreement in good faith and without liability;.
(b) Without limiting the generality of the preceding sentence,the Funds Administrator shall have no responsibility to inquire
-- into or determine the genuineness,authenticity or sufficiency of any signature or other documents or instruments
submitted to it in connection with its duties hereunder and shall be entitled to deem the signature on any documents or
instruments submitted to it as being those purported to be authorized to sign such documents or instruments on behalf of
the party or parties without any requirement for substantiating evidence thereof;and
(c) The Funds Administrator may charge against the Account Funds any part of its Fee or other compensation authorized
under this Agreement,and/or any expenses the Funds Administrator reasonably incurs in connection thereto,if the
Owner or Contractor fails to pay the same on demand.
9.12 LIMITATION OF LIABILITY: The Funds Administrator's liability,if any,shall be limited as follows:
(a) As soon as the Funds Administrator disburses any Account Funds pursuant to any term of this Agreement,Funds
Administrator shall have no obligation whatsoever to monitor or oversee the use or application of such former Account
Funds,including,but not limited to,whether or not the party receiving such disbursement utilizes any such disbursed
former Account Funds for payroll,withholding,other taxes or other payments which such receiving party is obligated to
make.Funds Administrator's disbursement of Account Funds upon good-faith reliance on signed vouchers,or
documentation submitted by the Contractor,or its representative,shall be deemed to be the exercise of due care by the
Funds Administrator.The Funds Administrator is entitled to assume conclusively that all such disbursed Contract
Proceeds were applied to the appropriate purpose by the party receiving such disbursement.
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"'"^ 12/4/2012-9:37:25 PM
(b) The Funds Administrator's duties and responsibilities are limited to those expressly set forth in this Agreement and the
Funds Administrator may only be held liable under this Agreement solely for its own bad faith,or-gross negligence or
willful misconduct in performance of its duties.
ARTICLE 10
FUNDS ADMINISTRATOR COMPENSATION
10.1 ADDITIONAL SERVICES: Additional Services are those services not specifically set forth in this Agreement. If the Funds
Administrator is required to perform services outside the services and obligations set forth herein,including but not limited to payroll
services,claims analysis,consulting,attending settlement conferences with the Surety,Contractors,suppliers,the IRS,other
vendors,etc.,the Contractor shall pay the Funds Administrator its normal consulting rates for any such additional services.Further,
the Contractor shall reimburse the Funds Administrator for any expenses relating to these additional services,such as travel or
report production expenses,at cost.Prior to performing such consulting work,if any,the Funds Administrator shall provide the
Contractor with written notification,if practicable.
10.2 MISCELLANEous EXPENSES: The Contractor shall reimburse the Funds Administrator for miscellaneous expenses directly related to
processing the Contractor's payment requests at cost,such as special delivery charges,wire transmissions,etc.
10.3 INCREASES IN CONTRACT AMOUNT: In the event that the total dollar value of the Construction Contract increases,the Contractor
shall pay to the Funds Administrator the additional Fee at the time of any change order increasing the price of the Construction
Contract.
10.4 LEGAL FEES: If,for any reason,the Funds Administrator becomes a party to any claim,demand,arbitration,settlement,litigation,
or threat of litigation arising out of labor or material lien claims involved in the Project or other litigation arising out of this Agreement
or the Construction Contract,Contractor shall be liable to pay or reimburse the Funds Administrator all of its attorney's fees,legal
costs and the amount of any settlement,judgment or other award rendered in connection with such claim.Specifically included are
legal fees arising out of the Funds Administrator's good faith performance of its responsibilities regardless of the source of litigation
or threat of litigation.
ARTICLE 11
RELEASE OF LIABILITY AND INDEMNIFICATION
11.1 CONTRACTOR'S WAIVER OF DAMAGES AND REMEDIES: The Contractor shall not hold the Funds Administrator liable for,and the
Contractor waives any claims or remedies it may have against the Funds Administrator for direct,indirect,special,consequential,
incidental or punitive damages,whether asserted by the Owner,Contractor or any third party,which arise out of(1)any breach of
'® this Agreement by the Funds Administrator,(2)the Funds Administrator's disbursement or handling of the Contract Funds,(3)any
other claim or obligation arising out of this Agreement or the Construction Contract,(4)any claim which arises pursuant to any tort
(including negligence and strict liability,but excluding gross negligence and willful misconduct)or other claim,or(5)for any claim
made against the Contractor by any other party,even if the Funds Administrator has been advised of the possibility of any such
claim.
11.2 INDEMNIFICATION:
(a) The Contractor and its successors and assigns,jointly and severally agree to indemnify,defend and hold harmless the Funds
Administrator and its officers,directors,shareholders,agents,employees,successors and assigns from and against any and
all liability and reasonable expense,including,but not limited to,attorneys',witness'and accountants'fees,investigation
costs,travel costs,transcript costs,disbursements,settlement amounts,judgments,fines or penalties,which any Funds
Administrator may incur in connection with,in settlement of or resulting from any claim,action,suit or proceeding(whether
civil,criminal,administrative or investigative,including any associated appeals)which involves or threatens the Funds
Administrator as a party or otherwise,that in any way pertains to this Agreement,the interpretation of this Agreement,the
Funds Administrator's discharge of its obligations under this Agreement,the Construction Contract or the Project.
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(b) The Contractor further indemnifies and holds the Funds Administrator and its officers,directors,shareholders,agents,
employees,successors and assigns harmless from any and all liability which the Funds Administrator may incur as a result of
the Contractor's failure to maintain all necessary licenses,permits or registrations for performing services as a Contractor or
for rendering services or improvements to the Project.
(c) The Contractor is not required to indemnify Funds Administrator for any actions resulting from Funds Administrator's gross
negligence or willful misconduct.
11.3 No GUARANTY: The Funds Administrator does not guaranty nor is the Funds Administrator responsible for ensuring:(1)that
construction of the Project will proceed or be completed;(2)that the Project will be in accordance with governmental rules and
regulations or the Construction Contract when and if the Project is completed;(3)the quality of workmanship or materials;(4)that all
... obligations incurred by the Contractor in connection with the Project will be paid,satisfied or discharged;or(5)that sufficient
Contract Funds will be available to complete the Project.
ARTICLE 12
MISCELLANEOUS
12.1 INDEPENDENT CONTRACTOR: The Contractor agrees that the Funds Administrator's capacity under this Agreement Is that of an
independent contractor and not an agent,employee or independent contractor of the Contractor for all purposes,including,but not
limited to,payment of taxes and standards of care and liability.
12.2 DEFAULT: A default,for which the Surety should be notified,shall be deemed to have occurred under this Agreement in the event
that any of the following occurs:
,. (a) The Principal fails to perform any material obligation required to be performed pursuant to the Contract,Bonds,or any other
agreement made between the Surety and the Contractor,which the Funds Administrator has been furnished,or under this
Agreement;
,.. (b) The Contractor makes any untrue or misleading statement to the Funds Administrator as to any material fact for the purpose
of causing the Funds Administrator to disburse Contract Funds or to take other action or to omit to take any action hereunder:
(c) The Contractor fails to use and apply,within a reasonable time,Contract Funds for the purpose for which the Contract Funds
�. were paid;
(d) Removal or diversion to any other use of materials furnished,delivered to,designated for or obtained for use in the Project by
the Contractor:
(e) Filing of a petition by the Contractor or by the Contractor's creditors against the Contractor for bankruptcy reorganization or for
other relief under the United States Bankruptcy Code;
(f) The Contractor makes an assignment of the Construction Contract or the Contract Funds for the benefit of creditors;
— (g) The appointment of a receiver for the Contractor or the Contractor's property;
(h) The insolvency of the Contractor;
(i) Transfer,assignment,sale,etc.,by the Contractor of the Contract,or of this Agreement,or of any rights,benefits or moneys
received or payable(including receivable invoices)hereunder,except to persons entitled having directly furnished labor,
materials,or services required in the completion of the Project;
(j) Pre-completion termination of the Contract,whether by mutual agreement,default,or unilateral actions by either the
^^ Contractor or the Owner;
(k) If the Contractor is an individual and dies or becomes incapacitated for any reason,thereby preventing the Contractor from
performing the Contractor's obligations under the Construction Contract or this Agreement,or if the Contractor becomes a
fugitive from justice or for any reason disappears and cannot be found at the address appearing below,or at a subsequently
supplied address.
12.3 NOTICES: All notices relating to this Agreement shall be given in writing as follows:(1)by actual delivery into the hands of the party
entitled to receive it;(2)by mailing such notice by registered or certified mail,return receipt requested,in which case the notice shall
be deemed to be given on the date of its mailing;(3)by any overnight carrier,in which case the notice shall be deemed to be given
on the date next succeeding the date of its transmission;or(4)by facsimile,in which case the notice shall be deemed given as of the
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date it is sent.All notices under this Agreement shall be given to the respective parties at the addresses which appear below or as
may otherwise be set forth in the Project Fact Sheet,provided for in Exhibit"B"hereunder.
... 12.4 INTERPRETATION OF AGREEMENT: Whenever context may require,any pronouns used in this Agreement shall include the
corresponding masculine,feminine or neuter forms and the singular form of nouns and pronouns shall also include the plural,and
vice versa.The Article headings contained in this Agreement shall in no way be construed to define,limit,extend or prescribe the
scope of this Agreement or the intent of any of its provisions.Each party has been afforded an opportunity to consult with counsel
and enters into this Agreement voluntarily.No provision of this Agreement shall be construed against any party or its counsel merely
because such party or counsel drafted such provision,nor shall any ambiguity herein be construed more strictly against one party or
-- the other.
12.5 INCORPORATION OF EXHIBITS AND RECITALS: All Exhibits attached to,and all Recitals contained in this Agreement are fully
incorporated into and constitute part of the substantive portion of this Agreement.
12.6 COMPLETENESS AND MODIFICATION: This Agreement,and the Exhibits attached hereto,constitute the entire understanding between
the parties with respect to funds administration and disbursement to be performed hereunder,and thus supersedes any prior or
contemporaneous agreements or understandings,negotiations,proposals and other representations which may exist or have
existed related to the Project. No waiver or modification of this Agreement shall be valid unless made in writing and signed by the
parties hereto.No covenant,representation or condition not otherwise expressed in this Agreement shall replace,modify,interpret,
change or restrict the express provisions of this Agreement.
12.7 NON-WAIVER OF CUMULATIVE RIGHTS: No failure or delay on the part of the Funds Administrator,any Disbursing Agent or the Surety
and no forbearance,neglect or failure by the Funds Administrator,any Disbursing Agent or the Surety to insist upon strict
�. compliance with this Agreement or to exercise any right,power or privilege under this Agreement and no course of dealing between
the Funds Administrator,any Disbursing Agent or the Surety shall operate as a waiver of any such right,power or privilege nor shall
any single exercise thereof preclude any other or further exercise thereof or the exercise of any other right,power or privilege.The
rights,powers and privileges provided for herein are cumulative and not exclusive of any rights,powers,privileges or remedies
which the Funds Administrator would otherwise have under applicable law.
•— 12.8 ARBITRATION: All disputes or differences arising out of the performance or the interpretation of this Agreement shall,as a
pre-requisite to and substitute for any suit,first be submitted to binding arbitration by one arbitrator pursuant to the Commercial
Arbitration Rules of the American Arbitration Association then in effect.The locale of the Arbitration shall be Houston,Texas,and
the arbitration shall include in any award the costs of the arbitration proceeding and expenses,including,without limitation,the legal
and consulting fees,of the prevailing party.This Article shall survive the termination of this Agreement.
12.9 GOVERNING LAW. The internal law,without regard to conflicts of laws principles,of the State of Texas will govern all questions as
between the Contractor and Funds Administrator concerning the construction,validity and interpretation of this Agreement and the
performance and enforcement of the obligations imposed by this Agreement.Notwithstanding,nothing set forth herein is intended
or shall in any way modify,alter or otherwise limit the Contractor's obligation to comply with all federal,state and local laws,codes,
regulations or otherwise,as may be applicable,regarding the performance of the Construction Contract.
12.10 CONSENT TO JURISDICTION: ANY SUITS,CLAIMS OR CAUSES OF ACTION ARISING DIRECTLY OR INDIRECTLY FROM THIS AGREEMENT OR
ANY OTHER AGREEMENTS BETWEEN THE PARTIES SHALL BE BROUGHT FOR RESOLUTION IN A STATE OR FEDERAL COURT OF APPROPRIATE
JURISDICTION ONLY IN HARRIS COUNTY IN THE STATE OF TEXAS,AND ALL OBJECTIONS TO VENUE AND PERSONAL JURISDICTION IN SUCH
FORUM ARE HEREBY EXPRESSLY WAIVED.
.. 12.11 WAIVER OF TRIAL BY JURY: WITH RESPECT TO ANY CLAIMS OR DISPUTES PERTAINING TO THIS AGREEMENT OR ANY MATTER ARISING
OUT OF OR RELATED TO THIS AGREEMENT,CONTRACTOR HEREBY(A)COVENANTS AND AGREES NOT TO ELECT A TRIAL BY JURY FULLY TO THE
EXTENT THAT ANY SUCH RIGHT SHALL NOW OR HEREAFTER EXIST.THIS WAIVER OF A RIGHT TO A TRIAL BY JURY IS SEPARATELY GIVEN AND
KNOWINGLY AND VOLUNTARILY MADE BY THE CONTRACTOR.THIS WAIVER IS INTENDED TO ENCOMPASS INDIVIDUALLY EACH INSTANCE AND
EACH ISSUE AS TO WHICH THE RIGHT TO A JURY TRIAL WOULD OTHERWISE ACCRUE.THE FUNDS ADMINISTRATOR IS HEREBY AUTHORIZED AND
REQUESTED TO SUBMIT THIS AGREEMENT TO ANY COURT HAVING JURISDICTION OVER THE SUBJECT MATTER AND THE PARTIES TO THIS
SWEC FCDA Working Page 13 of 14
^� 12/4/2012-9:37:25 PM
AGREEMENT,SO AS TO SERVE AS CONCLUSIVE EVIDENCE OF THE CONTRACTOR'S WAIVER OF THE RIGHT TO JURY TRIAL.FURTHER THE
CONTRACTOR HEREBY CERTIFIES THAT NO REPRESENTATIVE OR AGENT OF THE FUNDS ADMINISTRATOR.INCLUDING THE FUNDS
ADMINISTRATOR'S COUNSEL,HAS REPRESENTED,EXPRESSLY OR OTHERWISE,TO THE CONTRACTOR THAT THE FUNDS ADMINISTRATOR WILL
—. NOT SEEK TO ENFORCE THIS WAIVER OF RIGHT TO JURY TRIAL.
12.12 VALIDITY: The unenforceability of any provision of this Agreement shall not affect the validity or enforceability of any other provision
hereof.
12.13 SEVERABILITY: In the event any term,covenant,promise or undertaking,section,subsection,sentence,clause,phrase,word,or
any of the provisions of this Agreement or any application thereto to any person or circumstance shall be declared prohibited,invalid
�- or unenforceable to any extent,in whole or in part,by a court of competent jurisdiction,such term or provision shall,in that
jurisdiction,be ineffective only to the extent of such persons or circumstances,without invalidating or rendering unenforceable the
remaining provisions in any other jurisdiction or affecting the validity of the remaining portions of this Agreement in such jurisdiction,
�- unless such would effect a substantial deviation from the general intent and purpose of the parties or make a significant change in
the economic effect of this Agreement on the party benefited by such term or provision.
12.14 THIRD PARTY BENEFICIARY: With the exception of limited third party beneficiary rights in favor of the Surety, nothing in this
Agreement is intended to nor shall it be interpreted in any way so as to create beneficiary rights in any other third party.
12.15 SUCCESSORS AND ASSIGNS: This Agreement shall bind and inure to the benefit of the heirs,executors,administrators and
successors in interest of the parties of the Agreement;provided,however,that the Contractor may not assign its rights hereunder or
any interest herein without the prior written consent of the Funds Administrator and any such assignment or attempted assignment
by the Contractor shall be void and of no effect with respect to the Funds Administrator or the Surety.
12.16 MULTIPLE ORIGINALS: This Agreement may be executed in multiple original counterparts,each of which original
counterpart shall be of equal dignity.
The authorized representatives of the parties to this Agreement have hereunto affixed their signatures below and executed it to become
effective on the day first written above.
FUNDS ADMINISTRATOR: CONTRACTOR:
GSSG, Inc.dba THE SOUTHWEST ESCROW COMPANY TEJAS COMMERICAL CONSTRUCTION,LLC
By: J By! -'
h Gary, President Charles D.Allen,Vice President
Date: Date:
200 River Pointe Dr.,Suite 306 P.0 Box 10395
Conroe,TX 77304 River Oaks,TX
Phone: (281)298-5161 Phone: 817-901-8499
-� Fax: (936)756-7548 Fax:
Email: boary(a.swec-csQ.com Email: callen(a.tejasconstruction.net
SWEC FCDA Working Page 14 of 14
^— 12/4/2012-9:37:25 PM
„. 00 610:1
PERFORMANCE BOND
Page 1 of 3
1 SECTION 00 6113 EAlC127000010
2 PERFORMANCE BOND
-� 3
1 4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
I7
•• 8 That we, Teias Commercial Construction LLC ,known as
9 "Principal”herein and Endurance American Insurance Company ,a corporate
10 surety(sureties,if more than one)duly authorized to do business in the State of Texas,known as
11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth,a
12 municipal corporation created pursuant to the laws of Texas,known as"City"herein,in the penal
( 13 sum of, Seven Hundred Fifty Thosand Dollars
14 ($ 750,000:00 J,lawful money of the United States,to be paid in Fort Worth,
15 Tarrant County,Texas for the payment of which sum well and truly to be made,we bind
16 ourselves, our heirs,executors,administrators,successors and assigns,jointly and severally,
17 firmly by these presents.
18 WHEREAS,the Principal has entered into a certain written contract with the City
._ 19 awarded the day of AUG 2 9 2017 .20._,which Contract is hereby referred to and
20 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment
21 labor and other accessories defined by law,in the prosecution of the Work,including any Change
22 Orders,as provided for in said Contract designated as Small Diameter Water Main Extensions,
23 Replacements&Relocations Contract 2017; City Proiect No. 100993
24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal
25 shall faithfully perform it obligations under the Contract and shall in all respects duly and
26 faithfully perform the Work,including Change Orders,under the Contract,according to the plans,
27 specifications, and contract documents therein referred to, and as well during any period of
I 28 extension of the Contract that may be granted on the part of the City,then this obligation shall be
w 29 and become null and void,otherwise to remain in full force and effect.
aw CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMETNS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
a
006113-2
PERFORMANCE BOND
Page 2 of 3
1 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in
2 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort
3 Worth Division. i
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the I
5 Texas Government Code, as amended,and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this theof
Aday
�* 920
' ercial
10 ��``�\\GG.GORPD G�p4, � PRINCIPAL
11 �• Tejas Commercial Construction LLC
12
14 BY:
15 w 40�` Signature
�,
16 ATTEST: f.,�. jr ...........:'
•
17 `%'�:2005
18 '�R"►►� Charles Allen,Vice President
^* ( 19 (Principal)Secretary Name and Title
I 20
21 Address: PO Box 10395
22 River Oaks,TX 76114
rsa I 23 ?Ctjo�
24
25 Witness as to'frincipal
„.. 26 SURETY:
27 Endurance American Insurance Company
28
29 _
*� I 30 BY:
31 4iganature
32
33 Chris Holt.Attomey in Fact
34 Name and Title
l 35 ,
36 Address: 750 Third Avenue,2nd Floor
37 / New York NY 10017
3839
►►►""" 111
40 Witness as to Surety Telephone Number: 817-261-1101
" 41
42
43
I
a
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACENMI'NS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City ProjedNw.100983
006113-3
PERFORMANCE BOND
IPage 3 of 3
00 1 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
2 from the by-laws showing that this person has authority to sign such obligation. If
I 3 Surety's physical address is different from its mailing address,both must be'provided.
4 The date of the bond shall not be prior to the date the Contract is awarded
5
f
i
l
I
l
owl
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACF.M13TNS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
ICity Prgja No,i0OM
ENDURANCE AMERICAN INSURANCE COMPANY
127
POWER OF ATTORNEY
KjimV aZifen 6r these Tresent, that ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware corporation(the"Corporation"),with offices at 750 Third Avenue,New Yak,
NY 10017,has made,constituted and appointed and by these presents,does make,constitute and appoint CHRIS L.HOLT,JOE RODNEY DUCKWORTH,KIMBERLY
DENNIS,KARISSA GREER its true and lawful Attomey(s)-in-fact,at AMARILLO in the State of TX and each of them to have full power to act without the other or others,to make,
execute,seal and deliver for and on its behalf bonds,undertakings or obligations in surety or co-surety with others,also to execute and deliver on its behalf renewals,extensions,agreements,
waivers,consents or stipulations relating to such aforesaid bonds,undertakings or obligations provided,however,that no single bond or undertaking so made,executed and delivered shall
obligate the Coryor51 (a jLF portion of the penal sum thereof in excess of the sum of TEN MILLION Dollars($10,000,000).
Such bc•,s,�r C ue a k n.s for s5,::r L_s-a when duly executed by said attomey(s}in-fact,shall be binding upon the Corporation as fully and to the same extent as if signed by the
Presidenl;a rr e:e,:-vau x :e: x e r cal attested by its Corporate Secretary.
■era
This f ,rntrnenws mace uncer an�.avrrarc._,;certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21st day of July,2011,a copy
of YN::weW below under the I' ad r;emit+ed'Certificate".
T-s rower of Attorg0A;j and sealed to 1.,csimile under and by authority of the following resolution adopted by the Board of Directors of the Corporation by unanimous written consent on
tht.'-I t fay of Jule,.b',11 act*said resolutitn.has not since been revoked,amended or repealed:
REWLJE a 'hnt , r ar:y aursuant to certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21st day of July,2011
the s1 e1d< * , r: °-'c rrtt n';,yrs w:ne seal of the Corporation may be affixed to any such power of attomey or any certificate relating thereto by facsimile,and any such power of
alto me¢n«°r;`c;1 cei-"inc S.r""irse ssignature or seal shall be valid and binding upon the Corporation in the future with respect to any bond or undertaking to which it is attached.
IN WITNESS 04EREOf$the Corc,is, las caused these presents to be duly signed and its corporate seal to be hereunto affixed and attested this 21st day of June,2017 at New York,New
York.
(Corporate Seal) � � ENDURANCE AMERICAN INSURANCE COMPANY
ATTEST f 'yy( e2,.O BY
RICHARD M.APPEL,SENIOR VICE PRESIDENT BRIAN BEGGS,EXECUTIVE VICE PRESIDENT
STATE OF NEW YORK ss:MANHATTAN
COUNTY OF NEW YORK
On the 21st day of June,2017 before me personally came BRIAN BEGGS to me known,who being by me duly swom,did depose and say that(s)he resides in NEW YORK,NEW YORK that
(s)he is a EXECUTIVE VICE PRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,the Corporation described in and which executed the above instrument;that(s)he knows the
seal of said Corporation;that the seal affixed to said instrument is such corporate seal;that it was so affixed by order of the Board of Directors of said Corporation,and that(s)he signed his(her)
name thereto Nlikeprder.l 1 f
(Notarial`eiaij aA�iase�`�
..
NO
Z 119�i53�9}� •7 a- Nicholas James Benenab,Notary Public-My Commission Expires 12/07/2019
—g•>a�rrv�sax t>r: CERTIFICATE
STATE QF%IE- 0 ss'MANHATTAN
GOl1NTY JPrQfE�h
1,CHRIST(#P! . �'.Py EWT of ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware Corporation(the"Corporation"),hereby certify:
1.That thdori inal p5pr 4430ey of which the foregoing is a copy was duly executed on behalf of the Corporation and has not since been revoked,amended or modified;that the
undersigned 12gcgmpared the foregoing copy thereof with the original power of attorney,and that the same is a true and correct copy of the original power of attorney and of the whole
thereof;
2.The following are resolutions which were adopted by the Board of Directors of the Corporation by unanimous written consent on 21st day of July,2011 and said resolutions have not since
been revoked,amended or modified:
"RESOLVED,that each of the individuals named below is authorized to make,execute,seal and deliver for and on behalf of the Corporation any and all bonds,undertakings or obligations in
surety or co-surety with others and to execute and deliver for and on behalf of the Corporation renewals,extensions,agreements,waivers,consents or stipulations relating to such aforesaid
bonds,undertakings or obligations:
RICHARD M.APPEL,BRIAN BEGGS
And be it further
RESOLVED,that ea.-)f the individuals named above is authorized to appoint attomeys-in-fact for the purpose of making,executing,sealing and delivering bonds,undertakings or obligations in
Ion -
surety ar -surafV rc. 'rm of the Corporation."
above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.
:.IT`i=5 i. N. EO Amy hand and affixed the corporate seal this day of ,20_.
i«arate Seal)
1996
CHRISTOPHER SPARRO,PRESIDENT
Any reproducdms are void.
Primary Surety Claims SuWkson:msalybonddakns®sornpa-intl.rum
t`i'atr+s a€rutY4i'�'at Surety Claims Hotline:877-876-7575
Mailing Address:Surety Claims D.parmierit,750 Third Avenue-10th Floor,New Yak,NY 10017
oft
411
,w.
006114-1
PAYMENT BOND
IPage 1 of 2
1 SECTION 00 6114 EAIC127000010 !
I2 PAYMENT BOND I
-- 3
4 THE STATE OF TEXAS §
I5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we, Tejas,Commercial Construction LLC aknown as
9 "Principal" herein, and Endurance American Insurance Company a
"■" 10 corporate surety (sureties), duly authorized to do business in the State of Texas, known as
f11 "Surety" herein(whether one or more), are held and firmly bound unto the City.of Fort Worth, a i
., 12 municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein,
I 13 in the penal sum of Seven Hundred Fifty Thosand Dollars
I 14 ($ 7sn nnn nn 1, lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County,Texas,for the payment of which sum well and truly be made, we bind ourselves,
I
16 our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these
j 17 presents:
I 18 WHEREAS,Principal has entered into a certain written Contract with City, awarded the
19 day Of _ AUG 2 9 2017 20 , which Contract is hereby referred.to and
20 made a part hereof for all purposes as if fully set forth herein,to furnish all materials, equipment,
21 labor and other accessories as defined by law, in the prosecution of the Work as provided for in
22 said Contract and designated as Small Diameter Water Main Extensions. Reulacements &
23 Relocations Contract 2017;City Proiect No. 100993
24 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
25 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
26 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
27 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
28 force and effect.
I29 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
30 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
31 accordance with the provisions of said statute.
32
rw CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMI�FMI iS&
Revised July 1,201.1 RELOCATIONS CONTRACT 20t',
ICity Project No.100993
I00 61 14-2
PAYMENT BOND
Page 2 of 2
y" 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
2 this instrument by duly authorized agents and officers on this the day of
3 AUG 2 9 2017 20
C�11'i19t�/
�,.` GG
..........
$/ , PRINCIPAL:
0")10**%.9� Tejas Commercial Construction LLC
1 ATTEST: • 4S,
^^ : Signature
409
.. •• ���`���`\ Charles Allen,Vice President
(Principal) Secretary """" Name and Title
Address: PO Box 10395
River Oaks TX 76114 I
Witness as to Pfilcipal
( SURETY: .
1 �
Endurance American Insurance Company
w
ATTEST: BY:
CJ 1
Signature i
Chris Holt,Attorney in Fact !
(Surety)Secretary Name and Title I
_ I
. Address: 750 Third Avenue,2nd Floor i
New York, NY 10017 '
NM
l Witness as to Surety
Telephone Number: 817-261-1101
5
` 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
7 bylaws showing that this person has authority to sign such obligation. If Surety's physical
8 address is different from its mailing address,both must be provided.
` 9
10 The date of the bond shall not be prior to the date the Contract is awarded.
.w( 11 END OF SECTION
I
12
I
CITY OF FORT WORTH SMALL DIAMETER`NATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS& -
Revised July 1,2011 RELOCATIONS CONTRACT 2017
...( City Project No.100993 I
we
ENDURANCE AMERICAN INSURANCE COMPANY
127
POWER OF ATTORNEY
no
Kmw allAfen by these 417esent, that ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware corporation(the"Corporation"),with offices at 750 Thins Avenue,New York,
NY 10017,has made,constituted and appointed and by these presents,does make,constitute and appoint CHRIS L.HOLT,JOE RODNEY DUCKWORTH,KIMBERLY
DENNIS,KARISSA GREER its true and lawful Attomey(s)-in-fact,at AMARILLO in the State of TX and each of them to have full power to act without the other or others,to make,
execute,seal and deliver for and on its behalf bonds,undertakings or obligations in surety or co-surety with others,also to execute and deliver on its behalf renewals,extensions,agreements,
waivers,consents or stipulations relating to such aforesaid bonds,undertakings or obligations provided,however,that no single bond or undertaking so made,executed and delivered shall
obligate the Corppo�(g4 por ion of the penal sum thereof in excess of the sum of TEN MILLION Dollars($10,000,000).
Such bony 9:,,,u. gw rh,Nrposes,when duly executed by said attomey(s}in-fad,shall be binding upon the Corporation as fully and to the same extent as if signed by the
P"esidegraL n r r dAuonnoF gate seal attested by its Corporate Secretary.
a:alwm.lr)etN e .ty of certain resolutions adopted by the Board o Directors of the Corporation by unanimous written consent on the 21st day of July,2011,a copy
yr Apes be. she dm Med"CeNficete".
6�-LW e,of Aftosa"and sea csimile under and by authority of the following resolution adopted by the Board of Directors of the Corporation by unanimous written consent on
r r 1�t Jay of July,�flxt101tsaid resolut' s not since been revoked,amended or repealed:
RE$�.k.JL, .^ in grrann►tinggppowf,-.!'?�B�pursuant to certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21st day of July,2011
the slkW `ak'Ni directors xu ces*p�titl the seal of the Corporation may be affixed to any such power of attorney or any certificate relating thereto by facsimile,and any such power of
attomeyotpec .'_ firm=t' ucelp Jpsignature or seal shall be valid and binding upon the Corporation in the future with respect to any bond or undertaking to which ri is attached.
IN WITNE?Sl V.I+EREOPpthe Cor�pration has caused these presents to be duly signed and its corporate seal to be hereunto affixed and attested this 21st day of June,2017 at New York,New
York. "r%tr.rxr.•+''
win
(Corporate Seal) Q_ ENDURANCE AMERICAN INSURANCE COMPANY
ATTEST-A �"C By
RICHARD M.APPEL,SENIOR VICE PRESIDENT BRIAN BEGGS,EXECUTIVE VICE PRESIDENT
STATE OF NEW YORK ss:MANHATTAN
COUNTY OF NEW YORK
On the 21st day of June,2017 before me personally came BRIAN BEGGS to me known,who being by me duly swom,did depose and say that(s)he resides in NEW YORK,NEW YORK that
(s)he is a EXECUTIVE VICE PRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,the Corporation described in and which executed the above instrument;that(s)he knows the
seal of said Corporation;that the seal affixed to said instrument is such corporate seal;that it was so affixed b order of the Board of Directors of said
y Corporation,and that(s)he signed his(her)
name thereto Nike 0 �
(Notarial Shay 1 � ��s• ,
�Qb bTAj�y yam'
®1�ti 33911 •P4.
Nicholas James Benenati,Notary Public-My Commission Expires 12/07/2019
U• QUALInslo 1K
s-""',rolax,04 tri . CERTIFICATE
STZ;rAF� 0W
IEVgA. ss:MANHATTAN
crow COUr47,jPVE911� � ,'�' `
I,CHRI6Tl34P6kV.�1e 0W, T of ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware Corporation(the"Corporation"),hereby certify:
1.That d40rigAI 02114111 4JAy ofwhich the foregoing is a copy was duty executed on behalf of the Corporation and has not since been revoked,amended or modified;that the
undersigned Itagc9mpared the foregoing copy thereof with the original power of attorney,and that the same is a true and correct copy of the original power of attorney and of the whole
fhereof;
2.The following are resolutions which were adopted by the Board of Directors of the Corporation by unanimous written consent on 21 st day of July,2011 and said resolutions have not since
been revoked,amended or modified:
"RESOLVED,that each of the individuals named below is authorized to make,execute,seal and deliver for and on behalf of the Corporation any and all bonds,undertakings or obligations in
surety or co-surety with others and to execute and deliver for and on behalf of the Corporation renewals,extensions,agreements,waivers,consents or slipulaborts relating M such aforesaid
bonds,undertakings or obligations:
RICHARD M.APPEL,BRIAN BEGGS
And be it further
RESOLVED,that each of the indr"ials named above is authorized to appoint attomeys-in-fact for the purpose of making,executing,sealing and delivering bonds,undertakings or obligations in
surety or co so,rm,*�Vj etv;f)f the Corporation."
3.The ,n e•. ,,^.: , r w;h' above resolutions are true and corned copies of the resolutions as so recorded and of the whole thereof.
IN ISS rhrREO,: i`ave-a my hand and affixed the corporate seal this day of 20—.
s
(C le Seal) SP A l+ j
SP
t 19%
CHRISTOPHER SPARRO,PRESIDENT
Any reprodaklions are void.
''r,,, `,�.. ��! }+s•,, Primary Surety Claims Submission:&ffe1y1xxWdavns@swq)o-md.oam
''r••ttriEktru.•a•rt Surety Claims Hotline:877-6767575
Mailing Address:Surety Claims Department,750 Third Avenue-10th Floor,New Yak,NY 10017
NW
Irk
.w
00 61 19-1
MAINTENANCE BOND
_ ( Page 1 of 3
1 SECTION 00 6119 EAIC127000010
2 MAINTENANCE BOND
.., 3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we Tejas Commercial Construction LLC known as
9 "Principal"herein and Endurance American Insurance Company ,a corporate surety
— 10 (sureties, if more than one)duly authorized to do business in the State of Texas,known as
.. 11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth,a
_ 12 municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein,
13 in the sum of Seven Hundred Fifty Thosand Dollars
u( 14 ($ 750,nnn On ),lawful money of the United States,to be paid in Fort Worth,
15 Tarrant County,Texas,for payment of which sum well and tally be made unto the City and its
16 successors, we bind ourselves,our heirs,executors, administrators,successors and assigns,jointly j
17 and severally,firmly by these presents.
18
19 WHEREAS,the Principal_has entered into a certain written contract with the City awarded ;
^— 20 the day of AUG 2 9 2917 ,20 ,which Contract is hereby
21 referred to and a made part hereof for all purposes as if fully set forth herein,to furnish all
22 materials,equipment labor and other accessories as defined by law,in the prosecution of the
23 Work,including any Work resulting from a duly authorized Change Order(collectively herein,
24 the"Work") as provided for in said contract and designated as Small Diameter Water Main
4 25 Extensions.Replacements &Relocations Contract 2017: City Project No. 100993;and
i
26
27 WHEREAS,Principal binds itself to use such materials and to so construct the Work in
28 accordance with the plans,specifications and Contract Documents that the Work is and will
29 remain free from defects in materials or workmanship for and during the period of two(2)years
30 after the date of Final Acceptance of the Work by the City("Maintenance Period");and
31
y 32 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part
i 33 upon receiving notice from the City of the need therefor at any time within the Maintenance
l 34 Period.
CITY OF FORT WORTH SMALL DIAMETER WATER WIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS 8t
Revised July 1,2011 RELOCATIONS CONTRACT 2017
ICity Project No.100993
006119-2
MAINTENANCE BOND
IPage 2 of 3
2 NOW THEREFORE,the condition of this obligation is such that if Principal shall
3 remedy any defective Work,for which timely notice was provided by City,to a completion `!
f 4 satisfactory to the City,then this obligation shall become null and void;otherwise to remain in
5 full force and effect. !
I
6
7 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely
8 noticed defective Work,it is agreed that the City may cause any and all such defective Work to
9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
10 the Surety under this Maintenance bond; and
I 11
12 PROVIDED FURTHER, that if any legal action be filed on this Bond,venue shall lie in
I 13 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort
I 14 Worth Division;and
15
16 PROVIDED FURTHER,that this obligation shall be continuous in nature and
{ 17 successive recoveries may be had hereon for successive breaches.
1 18
19
20
owl .
1 .
i
�I
w I CITY OF FORT WORTH SMALL DIAMETER WATER MAIN f
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRAM2017
w
I City Project No.100993
a�
006119-3
MAINTENANCE BOND
— ( Page 3 of 3
1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this
— 2 instrument by duly authorized agents and officers on this the day of
3 AUG 2 92017 ,20
4 `'' rt►r�erc;�
G
I
5r:,ORpOa� PRINCIPAL: I
6 Wim : ,�uA Tejas Commercial Construction LLC
c
8 _ rn
10 cO6 p, ` Signature
11 ATTEST: 19 •••...... '7
12 2009•..
j 13 ��till 11111101111\ Chn6mg AIIep Vico Prps* Pnt
14 (Principal)Secretary Name and Title
15
16 Address: PO Box 10395
17 Iver UaKS
18
19 _
.r 20 Witness as to Pr cipal
f 21 SURETY:
22 Endurance American Insurance Company
23
24 e"25 BY:
26 Signature
27 ' .
28 Chris Holt,Attorney in Fact
29 ATTEST: Name and Title
30
31 Address: 750 Third Avenue,2nd Floor
32 ( urety)Secretary New York, NY 10017
33
34 J\J'w v •/�_
( 35 Witness as to Surety Telephone Number: 817-261-1101
36
37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address,both must be provided.
40 The date of the bond shall not be prior to the date the Contract is awarded.
41
I
lCITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMI3NTS&
Revised July I,2011 RELOCATIONS CONTRACT 2017
ICity Project No.100993
ENDURANCE AMERICAN INSURANCE COMPANY
_._.. 127
POWER OF ATTORNEY
Xww a!l9Ken Gy these fPlBsent, that ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware corporation(the"Corporation'),with offices at 750 Third Avenue,New York,
_ NY 10017,has made,constituted and appointed and by these presents,does make,constitute and appoint CHRIS L.HOLT,JOE RODNEY DUCKWORTH,KIMBERLY
DENNIS,KARISSA GREER its true and lawful Adomey(s)-in-fact,at AMARILLO in the State of TX and each of them to have full power to act without the other or others,to make,
execute,seal and deliver for and on its behalf bonds,undertakings or obligations in surety or co-surety with others,also to execute and deliver on its behalf renewals,extensions,agreements,
'""r waivers,consents or stipulations relating to such aforesaid bonds,undertakings or obligations provided,however,that no single bond or undertaking so made,executed and delivered shall
obligate the Corpora w for on of the penal sum thereof in excess of the sum of TEN MILLION Dollars($10,000,000).
s
Such bc-- 37.'«c�rr'o-*, s'r =.,;o�roses,when duty executed by said attomey(s}in-fact,shall be binding upon the Corporation as fully and to the same extent as if signed by the
President,tf�,w?below
ra,; z-"'rate seal attested by its Corporate Secretary.
d'Thisfiuirvrade un a "?1 'ty of certainresolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21st day of July,2011,a copy
or yh� 3pce under the v actio Med"CeNfirate
�,r:er of Attor ."and sea •r csimile under and by authority of the following resolution adopted by the Board of Directors of the Corporation by unanimous written consent on
1sc Jay of JuIv e•:r v d said resoluti((t�;Nvs not since been revoked,amended or repealed:
'101A,„�or s1h>�4 pursuant to certain resolutions adopted by the Board of Directors of the Corporation by unanimous written consent on the 21st day of July,2011
We;%�•`sl,rn �qd eocera a*the seal of the Corporation may be affixed to any such power of attorney or any certificate relating thereto by facsimile,and any such power of
attomogpi�e; �a�rr® f ,J signature or seal shall be valid and binding upon the Corporation in the future with respect to any bond or undertaking to which d is attached.
IN WITNESr9 he Coon has caused these presents to be duly signed and its corporate seal to be hereunto affixed and attested this 21st day of June,2017 at New York,New
York. ,.,...+
tlaltl
(Corporate Seal) ENDURANCE AMERICAN INSURANCE COMPANY
ATTEST-"-g} By _
RICHARD M.APPEL,SENIOR VICE PRESIDENT BRIAN BEGGS,EXECUTIVE VICE PRESIDENT
STATE OF NEW YORK ss:MANHATTAN
COUNTY OF NEW YORK
On the 21st day of June,2017 before me personally came BRIAN BEGGS to me known,who being by me duty sworn,did depose and say that(s)he resides in NEW YORK,NEW YORK that
(s)he is a EXECUTIVE VICE PRESIDENT of ENDURANCE AMERICAN INSURANCE COMPANY,the Corporation described in and which executed the above instrument;that(s)he knows the
seal of said Corporation;that the seal affixed to said instrument is such gate seal;that it was so affixed by order of the Board of Directors of said Corporation,and that(s)he signed his(her)
name thereto by lik8VdIer.l 0 ,
(Notarial`eay 1 h i .441, Y■n
10
OTAl�y ey�0,
rstl •• ; NO,
. Z : '
S1S£fi3339ti1 •Z .
' V� GtlA11�SU 1N �7. ,; Nicholas James Benenati,Notary Public-My Commission Expires 12107/2019
ST;,AMEW YOAS<.OUSY;= CERTIFICATE
F1iIEW*0%XM- ass:MANHATTAN
,nrtl C011I�TY�P'1QrE��G , �."`'
I,CHRI6T%#e''F?6�A,,ePDECIT of ENDURANCE AMERICAN INSURANCE COMPANY,a Delaware Corporation(the"Corporation"),hereby certify:
1.That thlon$$41 I�4igeydwhich the foregoing is a copy was duly executed on behalf of the Corporation and has not since been revoked,amended or modified;that the
undersigned Ikgcgmparrdd the foregoing copy thereof with the original power of attorney,and that the same is a true and correct copy of the original power of attorney and of the whole
thereof;
2.The following are resolutions which were adopted by the Board of Directors of the Corporation by unanimous written consent on 21st day of July,2011 and said resolutions have not since
been revoked,amended or modified:
'RESOLVED,that each of the individuals named below is authorized to make,execute,seal and deliver for and on behalf of the Corporation any and all bonds,undertakings or obligations in
surety or co-surety with others and to execute and deliver for and on behalf of the Corporation renewals,extensions,agreements,waivers,consents or stipulations relating to such aforesaid
bonds,undertakings or obligations:
RICHARD M.APPEL,BRIAN BEGGS
And be it further
RESOLVED,that each of the individuals named above is authorized to appoint attorneys-in-fad for the purpose of making,executing,sealing and delivering bonds,undertakings or obligations in
w� surety or of the Corporation.'
3.The z r!P, jeeamfles,rraftw above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.
IN S;i&ERECr I`ave ar.nr ado Ty hand and affixed the corporate seal this day of 20—.
(cseal) SPAL L�3
.� 199 aw �`
CHRISTOPHER SPARRO.PRESIDENT
i .'\~ Any reprOductons are void.
Pmnary Surety CWims Submission:sureyxindrdaknsiiiisompo-ine.cam
Surety Claims Hotline:877-676.7575
Mailing Address:Surety Claims Deper iment,750 Third Avenue—1081 Floor,New York,NY 10017
rw
er!
gniern�
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:Fehmary2,2016
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1 —Definitions and Terminology............................................................................................:.............1 .�.
1.01 Defined Terms...............................................................................................................................l
1.02 Terminology.......... ...................................................................................................................6
Article2—Preliminary Matters.........................................................................................................................7
2.01 Copies of Documents.................. ..................................................................................................7
2.02 Commencement of Contract Time;Notice to Proceed................................................................7
2.03 Starting the Work:.........................................................................................................................8
2.04 Before Starting Construction........................................................................................................8
2.05 Preconstruction Conference..........................................................................................................8
2.06 Public Meeting..............................................................................................................................8 .
2.07 Initial Acceptance of Schedules.................................................................... ...............................8
Article 3—Contract Documents: Intent,Amending, Reuse............................................................................8
3.01 Intent..............................................................................................................................................8
3.02 Reference Standards....................................................................................:.................................9
3.03 Reporting and Resolving Discrepancies.......................................................................................9
3.04 Amending and Supplementing Contract Documents.................................................................10
3.05 Reuse of Documents..............................................:................................:...................................10
3.06 Electronic Data............................................................................................................................l l
Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental --
Conditions;Reference Points...........................................................................................................11
4.01 Availability of Lands..................................................................................................................11
4.02 Subsurface and Physical Conditions..........................................................................................12
4.03 Differing Subsurface or Physical Conditions.............................................................................12
4.04 Underground Facilities ...............................................................................................................13
4.05 Reference Points.........................................................................................................................14 ..
4.06 Hazardous Environmental Condition at Site..............................................................................14
Article 5—Bonds and Insurance '....................................16
.................................................................................
5.01 Licensed Sureties and Insurers...................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds.......................................................................16
5.03 Certificates of Insurance.............................................................................................................16
5.04 Contractor's Insurance................................................................................................................18
5.05 Acceptance of Bonds and Insurance;Option to Replace......................
Article 6—Contractor's Responsibilities........................................................................................................19
6.01 Supervision and Superintendence...............................................................................................19
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:Febnmy2,2016 """
6.02 Labor;Working Hours................................................................................................................20
6.03 Services,Materials, and Equipment...........................................................................................20
6.04 Project Schedule..........................................................................................................................21
6.05 Substitutes and"Or-Equals".......................................................................................................21
6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24
6.07 Wage Rates..................................................................................................................................25
6.08 Patent Fees and Royalties...........................................................................................................26
6.09 Permits and Utilities....................................................................................................................27
6.10 Laws and Regulations.................................................................................................................27
6.11 Taxes ..............................................28
.............................................................................................
6.12 Use of Site and Other Areas.......................................................................................................28
6.13 Record Documents......................................................................................................................29
'�► 6.14 Safety and Protection..................................................................................................................29
6.15 Safety Representative..................................................................................................................30
6.16 Hazard Communication Programs .............................................................................................30
6.17 Emergencies and/or Rectification...............................................................................................30
6.18 Submittals....................................................................................................................................31
6.19 Continuing the Work...................................................................................................................32
6.20 Contractor's General Warranty and Guarantee..........................................................................32
6.21 Indemnification.........................................................................................................................33
6.22 Delegation of Professional Design Services............................................... ...........................34
6.23 Right to Audit..............................................................................................................................34
6.24 Nondiscrimination.......................................................................................................................35
Article 7-Other Work at the Site....................................................................................................................35
7.01 Related Work at Site...................................................................................................................35
7.02 Coordination................................................................................................................................36
Article 8-City's Responsibilities...................................................................................................................36
8.01 Communications to Contractor...................................................................................................36
8.02 Furnish Data................................................................................................................................36
8.03 Pay When Due ............................................................................................................................36
8.04 Lands and Easements;Reports and Tests...................................................................................36
8.05 Change Orders.............................................................................................................................36
8.06 Inspections,Tests, and Approvals..............................................................................................36
8.07 Limitations on City's Responsibilities........................................................................................37
8.08 Undisclosed Hazardous Environmental Condition....................................................................37
8.09 Compliance with Safety Program...............................................................................................37
Article 9-City's Observation Status During Construction...........................................................................37
9.01 City's Project Manager ............................................................................................................37
9.02 Visits to Site................................................................................................................................37
9.03 Authorized Variations in Work..................................................................................................38
9.04 Rejecting Defective Work..........................................................................................................38
9.05 Determinations for Work Performed..........................................................................................38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38
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Article 10-Changes in the Work;Claims;Extra Work................................................................................38 --
10.01 Authorized Changes in the Work...............................................................................................38
10.02 Unauthorized Changes in the Work...........................................................................................39
10.03 Execution of Change Orders.......................................................................................................39
10.04 Extra Work..................................................................................................................................39
10.05 Notification to Surety..................................................................................................................39
10.06 Contract Claims Process.............................................................................................................40
Article 11 -Cost of the Work;Allowances;Unit Price Work;Plans Quantity Measurement......................41
11.01 Cost of the Work.........................................................................................................................41
11.02 Allowances..................................................................................................................................43
11.03 Unit Price Work..........................................................................................................................44
11.04 Plans Quantity Measurement................................ 45
......................................................................
Article 12-Change of Contract Price; Change of Contract Time.................................................................46
12.01 Change of Contract Price............................................................................................................46
12.02 Change of Contract Time............................................................................................................47
12.03 Delays..........................................................................................................................................47
Article 13-Tests and Inspections;Correction,Removal or Acceptance of Defective Work......................48
13.01 Notice of Defects........................................................................................................................48
13.02 Access to Work...........................................................................................................................48
13.03 Tests and Inspections..................................................................................................................48
13.04 Uncovering Work........................................................................................................................49
13.05 City May Stop the Work.............................................................................................................49
13.06 Correction or Removal of Defective Work................................................................................50
13.07 Correction Period........................................................................................................................50
13.08 Acceptance of Defective Work...................................................................................................51
13.09 City May Correct Defective Work.............................................................................................51
Article 14-Payments to Contractor and Completion....................................................................................52
14.01 Schedule of Values......................................................................................................................52
14.02 Progress Payments......................................................................................................................52
14.03 Contractors Warranty of Title 54
14.04 Partial Utilization........................................................................................................................55
14.05 Final Inspection...........................................................................................................................55
14.06 Final Acceptance.........................................................................................................................55 .
14.07 Final Payment..............................................................................................................................56
14.08 Final Completion Delayed and Partial Retainage Release........................................................56
14.09 Waiver of Claims........................................................................................................................57
Article 15-Suspension of Work and Termination........................................................................................57
15.01 City May Suspend Work.............................................................................................................57
15.02 City May Terminate for Cause...................................................................................................58
15.03 City May Terminate For Convenience.......................................................................................60
Article 16-Dispute Resolution......................................................................................................................61
16.01 Methods and Procedures.............................................................................................................61
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Article17—Miscellaneous..............................................................................................................................62
17.01 Giving Notice..............................................................................................................................62
17.02 Computation of Times................................................................................................................62
17.03 Cumulative Remedies.................................................................................................................62
17.04 Survival of Obligations................................................................................................................63
17.05 Headings......................................................................................................................................63
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ARTICLE 1—DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2. Agreement—The written instrument which is evidence of the agreement between City and --
Contractor covering the Work.
3. Application for Payment—The form acceptable to City which is to be used by Contractor --
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
5. Award—Authorization by the City Council for the City to enter into an Agreement.
6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder—The individual or entity who submits a Bid directly to City.
8. Bidding Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
11.Buzzsaw—City's on-line,electronic document management and collaboration system
12. Calendar Day—A day consisting of 24 hours measured from midnight to the next midnight.
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13. Change Order—A document, which is prepared and approved by the City, which is signed
by Contractor and City and authorizes an addition, deletion, or revision in the Work or an
adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date
of the Agreement.
14. City— The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
15. City Attorney - The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager - The officially appointed and authorized City Manager of the City of Fort
Worth,Texas,or his duly authorized representative.
18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
19. Contract—The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations,representations,or agreements,whether written or oral.
20. Contract Documents—Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
21. Contract Price—The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
22. Contract Time—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones,if any and(ii) complete the Work so that it is ready for Final Acceptance.
23. Contractor—The individual or entity with whom City has entered into the Agreement.
-° 24. Cost of the Work—See Paragraph 11.01 of these General Conditions for definition.
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25.Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim --
26. Day or day—A day, unless otherwise defined, shall mean a Calendar Day.
27. Director of Aviation —The officially appointed Director of the Aviation Department of the
City of Fort Worth,Texas,or his duly appointed representative, assistant,or agents.
28. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth,Texas, or his duly appointed
representative, assistant,or agents.
29. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant,or agents.
30. Director of Transportation Public Works — The officially appointed Director of the _.
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant,or agents.
31. Director of Water Department —The officially appointed Director of the Water Department
of the City of Fort Worth,Texas,or his duly appointed representative, assistant,or agents.
32. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined. ._
33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
34.Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
35. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the
Contract Documents.Extra work shall be part of the Work.
36.Field Order— A written order issued by City which requires changes in the Work but which
does not involve a change in the Contract Price, Contract Time,or the intent of the Engineer.
Field Orders are paid from Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
37. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
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38. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
,.. 39. General Requirements—Sections of Division 1 of the Contract Documents.
40. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs,
., Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
41. Hazardous Waste—Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
�. personal property.
44. Major Item—An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5%of the original Contract Price or$25,000 whichever is less.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
,,. Contract Time prior to Final Acceptance of the Work.
46. Notice of Award—The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
47. Notice to Proceed—A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the
Work specified in Contract Documents.
48. PCBs—Polychlorinated biphenyls.
49. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
50. Plans—See definition of Drawings.
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51. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
52. Project—The Work to be performed under the Contract Documents.
53. Project Manager—The authorized representative of the City who will be assigned to the
Site. —
54. Public Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project. --
55.Radioactive Material—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954(42 USC Section 2011 et seq.) as amended from time to time. ..
56.Regular Working Hours — Hours beginning at 7:00 am. and ending at 6:00 p.m., Monday
thru Friday(excluding legal holidays).
57. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
58. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required -„
submittals and the time requirements to support scheduled performance of related
construction activities.
59. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Work is to be performed, including rights-of-way, permits, and easements for .
access thereto, and such other lands furnished by City which are designated for the use of
Contractor.
61. Specifications—That part of the Contract Documents consisting of written requirements for —
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto. Specifications
may be specifically made a part of the Contract Documents by attachment or, if not attached,
may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00)
of each Project. --
62. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
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63. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
-. 64. Successful Bidder—The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent—The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
.. 66. Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
68. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements
containing such facilities, including but not limited to, those that convey electricity, gases,
steam, liquid petroleum products, telephone or other communications, cable television,
water, wastewater, storm water,other liquids or chemicals,or traffic or other control systems.
69. Unit Price Work—See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Working Hours— Hours beginning at 9:00 a.m and ending at 5:00 p.m, Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. Work—The entire construction or the various separately identifiable parts thereof required to
be provided under the Contract Documents. Work includes and is the result of performing or
providing all labor, services, and documentation necessary to produce such construction
.. including any Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction,all as required by the Contract Documents.
72. Working Day—A working day is defined as a day, not including Saturdays, Sundays,or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will permit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in
the Bidding Requirements or Contract Documents,have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory;" or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as .
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents;or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
D. Furnish,Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in '*
accordance with such recognized meaning.
ARTICLE 2—PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time;Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
"y accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING,REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be
written in varying degrees of streamlined or declarative style and some sections may be
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined
sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions
may appear in various parts of a section or articles within a part depending on the format of the
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims. LL
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 Reference Standards
A. Standards, Specifications, Codes,Laws,and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids),except as may be otherwise specifically stated in the Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors,consultants, agents,or employees, from those set forth in the Contract
Documents. No such provision or instruction shall be effective to assign to City, or any of its
officers, directors, members, partners, employees, agents, consultants, or subcontractors, any
duty or authority to supervise or direct the performance of the Work or any duty or authority "
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reporting and Resolving Discrepancies
A. Reporting Discrepancies:
1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation , (b) any standard, specification, manual, or code, or(c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
- one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier(whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
_ and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized,by one or more of the following ways:
1. A Field Order;
2. City's review of a Submittal(subject to the provisions of Paragraph 6.18.C);or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions;or
2. reuse any such Drawings, Specifications,other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract --
Documents for record purposes.
3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions,the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the --
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard
copies,the hard copies govern.
B. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities. -,
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project
Schedule submitted by the Contractor in accordance with the Contract Documents must
consider any outstanding right-of-way, and/or easements.
2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed,adjusted, and/or relocated by others.
B. Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
.^ construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site(except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors,members,partners,employees, agents, consultants,or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto;or
2. other data, interpretations, opinions, and information contained in such reports or shown or
., indicated in such drawings;or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data,interpretations,opinions,or information.
4.03 Differing Subsurface or Physical Conditions
.� A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate;or
2. is of such a nature as to require a change in the Contract Documents;or
3. differs materially from that shown or indicated in the Contract Documents;or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except m an
emergency as required by Paragraph 6.17.A),notify City in writing about such condition.
B. Possible Price and Time Adjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if.
1. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract;or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site;or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A. Shown or Indicated: The information and data shown or indicated in the Contract Documents _.
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to City or Engineer by the owners of such Underground
Facilities, including City, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City,during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown or Indicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
- consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2. If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
- 3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A. City shall provide engineering surveys to establish reference points for construction, which in
City's judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for
roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall
protect and preserve the established reference points and property monuments, and shall make no
changes or relocations. Contractor shall report to City whenever any reference point or property
monument is lost or destroyed or requires relocation because of necessary changes in grades or
locations. The City shall be responsible for the replacement or relocation of reference points or
property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall
notify City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full
cost for replacing such points plus 25% will be charged against the Contractor, and the full
amount will be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings
known to City relating to Hazardous Environmental Conditions that have been identified at the
Site.
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors,members,partners,employees, agents,consultants,or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto;or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings;or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data,interpretations,opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers,or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall w
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing).
City may consider the necessity to retain a qualified expert to evaluate such condition or take
corrective action,if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered suitable for the resumption of Work; or (ii) specifying any special conditions
under which such Work may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then City may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Work
performed by City's own forces or others.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City,from and against all claims, costs, losses, and damages(including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court -
or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous
Environmental Condition created by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any
individual or entity from and against the consequences of that individual's or entity's own
negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5—BONDS AND INSURANCE
5.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance,Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government
•. Code Chapter 2253 or successor statute, each in an amount equal to .the Contract Price as
security for the faithful performance and payment of all of Contractor's obligations under the
Contract Documents.
B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security
to protect the City against any defects in any portion of the Work described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
-- as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
— its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 5.01 and 5.02.C.
5.03 Certificates of Insurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured)which Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
+— Supplementary Conditions as"Additional Insured"on all liability policies.
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2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property&Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in the Supplementary
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6. Failure of the City to demand such certificates or other evidence of full compliance with the
insurance requirements or failure of the City to identify a deficiency from evidence that is
provided shall not be construed as a waiver of Contractor's obligation to maintain such lines
of insurance coverage.
7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
8. Unless otherwise stated, all required insurance shall be written on the"occurrence basis". If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with 4
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements m_
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups,must also be approved by City.
11. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a
,. first-dollar basis, must be acceptable to and approved by the City.
12. City, at its sole discretion, reserves the right to review the insurance requirements and to
. make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
-- be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
13. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
-- whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services
Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other
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insurance or self-insurance programs afforded to the City. The Commercial General Liability
policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, --
products/completed operations, contractual, personal injury, or advertising injury, which are
normally contained with the policy,unless the City approves such exclusions in writing.
For construction projects that present a substantial completed operation exposure, the City may
require the contractor to maintain completed operations coverage for a minimum of no less than
three (3). years following the completion of the project (if identified in the Supplementary --
Conditions).
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto',
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work,or by anyone
for whose acts any of them may be liable.
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the requirements identified in the
Supplementary Conditions. —'
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured.There shall be no time credit for days not worked pursuant to this section.
5.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing
within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor
shall provide to the City such additional information in respect of insurance provided as the City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance
required by the Contract Documents, the City shall notify the Contractor in writing of such failure
prior to the start of the Work, or of such failure to maintain prior to any change in the required
coverage.
ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods,techniques, sequences,and procedures of construction.
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B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
-� binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
6.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
-� City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication)to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
6.03 Services,Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor,transportation, construction equipment
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities,
temporary facilities, and all other facilities and incidentals necessary for the performance,
Contractor required testing, start-up,and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source,kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
6.04 Project Schedule .-
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification 01 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or-equal' item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below. ..
1. "Or-Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or-equal' item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of .-
proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole;and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or-equal" item under Paragraph 6.05.A.1, it may be submitted as a
.. proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty;and --
3) will identify:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance,repair,and replacement services;and _.
4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage _.
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 6.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an •-
accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or �-
submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents (or in the
provisions of any other direct contract with City) resulting from the acceptance of each proposed
substitute.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or-equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a
substitute shall be incorporated to the Contract by Change Order.
H. Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract,unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individuals or entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable
participation by Minority Business Enterprises (MBE) in the procurement of goods and services
on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required
to comply with the intent of the City's MBE Ordinance(as amended)by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MBE. Material misrepresentation of any nature will be grounds for
termination of the Contract in accordance with Paragraph 15.02.A. Any such
misrepresentation may be grounds for disqualification of Contractor to bid on future
contracts with the City for a period of not less than three years.
E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
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1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity;nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys --
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
-
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of City.
6.07 Wage Rates
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of ..
Chapter 2258,Texas Government Code(as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract --
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs,pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and(ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258,Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
6.08 Patent Fees and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
^- performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of City, its use is subject
to patent rights or copyrights calling for the payment of any license fee or royalty to others, the
existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City
to disclose such information does not relieve the Contractor from its obligations to pay for the
use of said fees or royalties to others.
B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City,from and against all claims, costs, losses, and damages(including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any in of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
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the incorporation in the Work of any invention, design,process,product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses. --
6.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or -�
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
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court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711;or
2. http://www.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas.
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work,the City may require the Contractor to finish the
- section on which operations are in progress before work is commenced on any additional
area of the Site.
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3. Should any Damage Clain be made by any such owner or occupant because of the
performance of the Work,Contractor shall promptly attempt to resolve the Damage Claim •�
4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless Ciry,from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Per of the Work: During the progress of the Work .
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the.Contractor --
fails to correct the unsatisfactory procedure, the City may take such direct action as the City
deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written
notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of -~
such costs, shall be deducted from the monies due or to become due to the Contractor.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and �-
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property ~
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
6.13 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and
approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written.interpretations and clarifications in good order and annotated to
show changes made during construction. These record documents together with all approved
Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
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take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site;and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
_. removal,relocation,or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal,relocation,and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work,or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Communication Programs
mm Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or among
employers in accordance with Laws or Regulations.
6.17 Emergencies and/or Rectification
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If City determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Omer may be issued.
B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to ..
review the information for the limited purposes required by Paragraph 6.18.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for ~-
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 6.18.C.
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B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent Submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review.
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
•- Documents)or to safety precautions or programs incident thereto.The review and acceptance
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
~- with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible;or
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to perform ••
the Work in accordance with the Contract Documents:
1. observations by City; --
2. recommendation or payment by City of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection,test,or approval by others;or
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.13. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. TIRS INDEMNIFICATION PROVISION IS SP . IFI .AI, .Y INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS Ai. , .GF.D OR PROVEN THAT ALL
OR SOME. OF THE DAMAGES BRING SOUGHT WERE. CAUSED, IN WHOLE OR IN
PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and legal
fees incurred by the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
City, its officers, servants and employees, from and against any and all loss, damage or
destruction of property of the City, arising out of, or alleged to arise out of, the work and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under this Contract. TAUS MEMNIFICATION PROVISION IS
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SPECIFICALLY INTENDED TO OPERATE AND HE EFFECTIVE EVEN IF IT IS
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT
WERE. CAUSED. IN WHOLE OR IN PRT, BY ANY ACT, OMISSION OR
NEGLIGENCE OF THE CITY,
6.22 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
. techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
,.. materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
�- signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance and
design criteria given and the design concept expressed in the Contract Documents. City's review
^� and acceptance of Submittals (except design calculations and design drawings) will be only for
the purpose stated in Paragraph 6.18.C.
-- 6.23 Right to Audit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
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Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the --
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
6.24 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7—OTHER WORK AT THE SITE
7.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the —
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work performed —
by others under this Article 7, Contractor shall inspect such other work and promptly report to
City in writing any delays, defects, or deficiencies in such other work that render it unavailable
or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so
report will constitute an acceptance of such other work as fit and proper for integration with
Contractor's Work except for latent defects in the work provided by others.
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7.02 Coordination
A. If City intends to contract with others for the performance of other work on the Project at the
Site,the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized;and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8—CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements;Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of
subsurface conditions and drawings of physical conditions relating to existing surface or subsurface
structures at or contiguous to the Site that have been utilized by City in preparing the Contract
Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections,tests, and approvals is set forth in Paragraph
13.03.
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8.07 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 6.14. —°
ARTICLE 9—CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's Project Manager
City will provide one or more Project Manager(s) during the construction period. The duties and �-
responsibilities and the limitations of authority of City's Project Manager during construction are set
forth in the Contract Documents. The City's Project Manager for this Contract is < insert name here
>, or his/her successor pursuant to written notification from the Director of < insert managing
department here>.
9.02 Visits to Site
A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages
of construction as City deems necessary in order to observe the progress that has been made and
the quality of the various aspects of Contractor's executed Work. Based on information
obtained during such visits and observations, City's Project Manager will determine, in general,
if the Work is proceeding in accordance with the Contract Documents. City's Project Manager
will not be required to make exhaustive or continuous inspections on the Site to check the
quality or quantity of the Work. City's Project Manager's efforts will be directed toward
providing City a greater degree of confidence that the completed Work will conform generally to
the Contract Documents.
B. City's Project Manager's visits and observations are subject to all the limitations on authority and
responsibility in the Contract Documents including those set forth in Paragraph
8.07. —
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9.03 Authorized Variations in Work
City's Project Manager may authorize minor variations in the Work from the requirements of the
Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time
and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor,who shall perform the Work involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Manager believes to be defective, or
will not produce a completed Project that conforms to the Contract Documents or that will prejudice
the integrity of the design concept of the completed Project as a functioning whole as indicated by
the Contract Documents. City will have authority to conduct special inspection or testing of the
Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed.
9.05 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
.,, Manager will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety,City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17.
10.03 Execution of Change Orders . ,
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are:: (i) ordered by City pursuant to Paragraph 10.01.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13.09,or(iii) agreed to by the parties; ..
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed. ..
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work,or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation. ..
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work. ....
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
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10.06 Contract Claims Process
A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
,,. 1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto(unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal(unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any,take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not -�
submitted in accordance with this Paragraph 10.06.
ARTICLE 11-COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs,except those excluded in
Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the --
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall --
include but not be limited to the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a. salaries with a 55% markup,or
b. salaries and wages plus the cost of fringe benefits, which shall include social security --
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend -
Working Hours, or legal holidays,shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith. "
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
-� required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded:The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0I.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor,or anyone directly or indirectly
employed by any Of them Or for whose acts any Of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a _..
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work,Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bid Allowances: _.
1. Contractor agrees that:
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a. the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes;and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
.. City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement;and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order. --
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25%from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material
moved, handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The
party to the Contract requesting the adjustment will provide field measurements and calculations _
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item,except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct an error on the plans, the plans quantity will be increased or
decreased by the amount involved in the change, and the 25% variance will apply to the new ..
plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans
quantity.
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E. For callout work or non-site specific Contracts,the plans quantity measurement requirements are
-- not applicable.
ARTICLE 12—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of Contract Price
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03);or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.0l.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee;or
2. if a fixed fee is not agreed upon,then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.0I.A.4 and 11.0I.A.5,the Contractor's fee shall be
five percent(5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and
12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent(5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of 25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs I1.0l.A.6, and
11.01.B;
d. the amount of credit to be allowed by Contractor to City for any change which results in
a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent (5%) of such net
decrease.
12.02 Change of Contract Time
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless
the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the ..
Work within the Contract Time due to delay beyond the control of Contractor,the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is
made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts
or neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material,if any, which is to be furnished by the City.
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ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
w. DEFECTIVE WORK
13.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected,corrected,or accepted as provided in this Article 13.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections,which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
_. equipment to be incorporated in the Work;or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
_. 1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 13.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor. -•-
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing
Lab is paid.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D. _.
13.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense. .
B. If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose,or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or other dispute resolution costs) arising out
of or relating to such uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to accept defective Work in
accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all
costs associated with exposing,observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to
such uncovering, exposure,observation,inspection,testing,replacement, and reconstruction.
13.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
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Subcontractor, any Supplier, any other individual or entity,or any surety for,or employee or agent of
- any of them.
13.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee,if any, on said Work.
13.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
- be prescribed by the terms of any applicable special guarantee required by the Contract
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas;or
2. correct such defective Work;or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others)will be paid by Contractor.
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C. In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work,the correction period for that item may start to run from —
an earlier date if so provided in the Contract Documents.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or --
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end of
the initial correction period. City shall provide 30 days written notice to Contractor should such --
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of,the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but
not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all �^
court or other dispute resolution costs) attributable to City's evaluation of and determination to
accept such defective Work and for the diminished value of the Work to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the Work,
and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished
value of Work so-accepted.
13.09 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven(7)days written notice to Contractor,correct,or remedy any such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
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costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
�- 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 13.09.
ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out
and signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear
of all Liens and evidence that the materials and equipment are covered by appropriate
insurance or other arrangements to protect City's interest therein, all of which must be
satisfactory to City.
4. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that previous progress payments received on account of the
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
... 5. The amount of retainage with respect to progress payments will be as stipulated in the
Contract Documents.
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B. Review of Applications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for
Payment and the accompanying data and schedules,that to the best of City's knowledge:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
determination of quantities and classifications for Work performed under Paragraph 9.05,
and any other qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that: --
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or ..
involved detailed inspections of the Work beyond_ the responsibilities specifically
assigned to City in the Contract Documents;or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor,or
c. Contractor has complied with Laws and Regulations applicable to Contractor's
performance of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from .�
loss because:
a. the Work is defective, or the completed Work has been damaged by the Contractor or his
subcontractors,requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment; ..
c. the Contract Price has been reduced by Change Orders;
d. City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09;or
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e. City has actual knowledge of the occurrence of any of the events enumerated in
-- Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement, will be
,., deducted from the monies due the Contractor, not as a penalty, but as liquidated damages
suffered by the City.
,.. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
,. F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to City to secure the satisfaction and discharge of
such Liens;
b. there are other items entitling City to a set-off against the amount recommended;or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or
any adjustment thereto agreed to by City and Contractor, when Contractor remedies the
reasons for such action.
14.03 Contractor's Warranty of Title
_. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than
the time of payment free and clear of all Liens.
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14.04 Partial Utilization
Ar. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City t0 use Or occupy any such part of the Work which City determines t0 be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor. "!
3. Partial Utilization will not constitute Final Acceptance by City.
14.05 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
1, within 10 days,City will schedule a Final Inspection with Contractor. --
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City determine that the Work is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Final Acceptance
Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final
Inspection,City will issue to Contractor a letter of Final Acceptance.
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14.07 Final Payment
.� A. Application for Payment.
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied(except as previously delivered)by:
a. all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any,to final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affidavits of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the
Work.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitled,
including but not limited to liquidated damages, will become due and payable.
2. After all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract,
make payment of the balance due for that portion of the Work fully completed and accepted. If
the remaining balance to be held by City for Work not fully completed or corrected is less than
the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions �-
governing final payment,except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before ~~
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilities -�
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15—SUSPENSION OF WORK AND TERMINATION
15.01 City May Suspend Work --
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor .�
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will make no extra payment for stand-by
time of construction equipment and/or construction crews.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by --
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
available within a reasonable period of time, Contractor may request an extension in Contract
Time,directly attributable to any such suspension. -~
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily --
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed;he shall provide suitable drainage about the work, and erect
temporary structures where necessary. -"
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cause
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment, failure to adhere to the Project Schedule established under
Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere
to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under
-- Paragraph 6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
.� 3. Contractor's repeated disregard of the authority of City;or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature,the correction of which has been directed in writing by the City;or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily;or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written
notice to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar
days after date of an additional written notice demanding Surety's performance of its
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obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a. If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work --
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from completing the Work, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by City will be incorporated in a Change
Order, provided that when exercising any rights or remedies under this Paragraph, City shall
not be required to obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to
perform and proceeds diligently to cure such failure within no more than 30 days of receipt of
said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02,the termination procedures of that bond shall not supersede the provisions of this
Article.
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15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Work under the contract is terminated,
and the date upon which such termination becomes effective. Receipt of the notice shall be
deemed conclusively presumed and established when the letter is placed in the United States
Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and
established that such termination is made with just cause as therein stated; and no proof in any
claim, demand or suit shall be required of the City regarding such discretionary action.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
,. the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination,
the Contractor may submit to the City a list, certified as to quantity and quality, of any or all
items of termination inventory not previously disposed of, exclusive of items the disposition of
which has been directed or authorized by City.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items •-
are stored, within 45 days from the date of submission of the list, and any necessary adjustments
to correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an
extension is made in writing within such 60 day period by the Contractor, and granted by the
City, any and all such claims shall be conclusively deemed waived.
F. In such case,Contractor shall be paid for(without duplication of any items): ~�
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and —
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work,plus fair and reasonable sums for overhead and profit on such expenses;
and
3, reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid
to the Contractor by reason of the termination of the Work,the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the --
termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resulting from such termination.
ARTICLE 16—DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for
mediation shall be submitted to the other party to the Contract. Timely submission of the request
shall stay the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request. ..
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after
termination of the mediation unless, within that time period,City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:Febnimy2,2016
007200-1
GENERAL CONDITIONS
Page 62 of 63
1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions;or
2. agrees with the other party to submit the Contract Claim to another dispute resolution
.. process;or
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17—MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. 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
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:Febnimy2,2016
00 7200-1
GENERAL CONDITIONS
Page 63 of 63
17.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headings �.
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS ^
Revision:Fe6mary2,2016
007300-1
SUPPLEMENTARY CONDITIONS
...
Pagel of 5
1 SECTION 00 73 00
2 SUPPLEMENTARY CONDITIONS
3 TO
4 GENERAL CONDITIONS
5
6 Supplementary Conditions
7
8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other
9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
. 11 of the General Conditions which are not so modified or supplemented remain in full force and effect.
12
13 Defined Terms
14
15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the
16 meaning assigned to them in the General Conditions,unless specifically noted herein.
17
.� 18 Modifications and Supplements
19
20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and
21 other Contract Documents.
22
23 SC-3.03B.2,"Resolving Discrepancies"
24
�. 25 Plans govern over Specifications.
26
27 SC-4.01A
28
29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
30 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the
31 Contract Drawings.
„., 32
33 SC-4.01A.1.,"Availability of Lands"
34
35 The following is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of
36 May 31,2017:
37
38 Outstanding Right-Of-Way,and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
— None
.� 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
40 and do not bind the City.
41
42 If Contractor considers the final easements provided to differ materially from the representations on the
43 Contract Drawings,Contractor shall within five (5) Business Days and before proceeding with the Work,
44 notify City in writing associated with the differing easement line locations.
45
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
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City Project No.100993
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SUPPLEMENTARY CONDITIONS
Page 2 of 5
1 SC-4.01A.2,"Availability of Lands"
2 ...
3 Utilities or obstructions to be removed,adjusted,and/or relocated
4
5 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated
6 as of May 31,2017
7
EXPECTED UTILITY AND LOCATION TARGET DATE OF'
OWNER ADJUSTMENT _
None
8 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed,
9 and do not bind the City.
10
11 SC-4.02A.,"Subsurface and Physical Conditions"
12
13 The following are reports of explorations and tests of subsurface conditions at the site of the Work:
14 None
15
16 The following are drawings of physical conditions in or relating to existing surface and subsurface
17 structures(except Underground Facilities)which are at or contiguous to the site of the Work: _
18 None
19
20 SC-4.06A.,"Hazardous Environmental Conditions at Site"
21 ^^
22 The following are reports and drawings of existing hazardous environmental conditions known to the City:
23 None
24
25 SC-5.03A.,"Certificates of Insurance"
26
27 The entities listed below are "additional insureds as their interest may appear"including their respective
28 officers,directors,agents and employees.
29
30 (1) City
31 (2) Consultant: None
32 (3) Other: None
33
34 SC-5.04A.,"Contractor's Insurance"
35 --
36 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
37 coverages for not less than the following amounts or greater where required by laws and regulations:
38
39 5.04A.Workers'Compensation,under Paragraph GC-5.04A.
40
41 Statutory limits
42 Employer's liability
43 $1009000 each accident/occurrence
44 $100,000 Disease-each employee
45 $500,000 Disease-policy limit
46
47
48
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
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City Project No.100993
007300-3
SUPPLEMENTARY CONDITIONS
Page 3 of 5
1 SC-5.04B.,"Contractor's Insurance"
2
3 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance
4 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with
5 minimum limits of-
6
7 $1,000,000 each occurrence
8 $2,000,000 aggregate limit
9
10 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the
I I General Aggregate Limits apply separately to each job site.
12
13 The Commercial General Liability Insurance policies shall provide"X","C",and"V'coverage's.
14 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
15
16 SC 5.04C.,"Contractor's Insurance"
17 5.04C. Automobile Liability,under Paragraph GC-5.040.Contractor's Liability Insurance under
18 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts:
19
20 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto",
21 defined as autos owned,hired and non-owned.
22
23 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
24 least:
25
26 $250,000 Bodily Injury per person/
27 $500,000 Bodily Injury per accident/
28 $100,000 Property Damage
29
30 SC-5.04D.,"Contractor's Insurance"
31
32 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and
33 material deliveries to cross railroad properties and tracks None
34
35 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
36 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
37 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
38 Entry Agreement"with the particular railroad company or companies involved,and to this end the
39 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
40 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate
41 to the Contractor's use of private and/or construction access roads crossing said railroad company's
42 properties.
43
44 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
45 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the
46 Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
47 occupy,or touch railroad property:
48
49 (1) General Aggregate: $Confirm Limits with Railroad
50
51 (2) Each Occurrence: $Confirm Limits with Railroad
52
53 _Required for this Contract _Not required for this Contract
54
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 22,2016 RELOCATIONS CONTRACT 2017
City Project No.100993
007300-4
SUPPLEMENTARY CONDITIONS
Page 4 of 5
1 With respect to the above outlined insurance requirements,the following shall govern:
2
3 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
4 the name of the railroad company. However, if more than one grade separation or at-grade
5 crossing is affected by the Project at entirely separate locations on the line or lines of the same
6 railroad company,separate coverage may be required,each in the amount stated above.
7
8 2. Where more than one railroad company is operating on the same right-of-way or where several
9 railroad companies are involved and operated on their own separate rights-of-way, the Contractor
10 may be required to provide separate insurance policies in the name of each railroad company.
11
12 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a
13 railroad company's right-of-way at a location entirely separate from the grade separation or at-
14 grade crossing,insurance coverage for this work must be included in the policy covering the grade
15, separation.
16
17 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
18 way,all such other work may be covered in a single policy for that railroad,even though the work
19 may be at two or more separate locations.
20 *�
21 No work or activities on a railroad company's property to be performed by the Contractor shall be
22 commenced until the Contractor has furnished the City with an original policy or policies of the insurance
23 for each railroad company named,as required above. All such insurance must be approved by the City and .r
24 each affected Railroad Company prior to the Contractor's beginning work.
25
26 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
27 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, •■
28 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
29 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the
30 railroad company operating over tracks involved in the Project.
31
32 SC-6.04.,"Project Schedule"
33
34 Project schedule shall be tier 1 for the project. «•
35
36 SC-6.07.,"Wage Rates"
37
38 The following is the prevailing wage rate table(s)applicable to this project and is provided in the
39 Appendixes:
40 GC-6.07 2013 PREVAILING WAGE RATE(Heavy and Highway Construction Projects)
41
42 SC-6.09.,"Permits and Utilities"
43
44 SC-6.09A.,"Contractor obtained permits and licenses"
45 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
46 None
47
48 SC-6.09B."City obtained permits and licenses" ..�
49 The following are known permits and/or licenses required by the Contract to be acquired by the City:None
50
51
52
53
54
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 22,2016 RELOCATIONS CONTRACT 2017
City Project No.100993
007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of 5
1 SC-6.09C."Outstanding permits and licenses"
2
�. 3 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of May 31,
4 2017
5
6 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
None
7
8 SC-7.02.,"Coordination"
9
10 The individuals or entities listed below have contracts with the City for the performance of other work at
I 1 the Site:
12
Vendor -Scope of Work Coordination Authority
None
13
14
15 SC-8.01,"Communications to Contractor"
16 None
17
18 SC-9.01.,"City's Project Manager"
19
20 The City's Project Manager for this Contract is Adolfo Lopez,or his/her successor pursuant to written
21 notification from the Director of Water Department
22
23 SC-13.03C.,"Tests and Inspections"
24 None
25
-- 26 SC-16.01C.1,"Methods and Procedures"
27 None
28
29
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1/22/2016 F.Griffin SC-9.01.,"City's Project Representative"wording changed to City's Project
Manager.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 22,2016 RELOCATIONS CONTRACT 2017
City Project No.100993
011100-1
SUMMARY OF WORK
Page 1 of 3
1 SECTION 011100
2 SUMMARY OF WORK
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract
11 2. Division 1 -General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor,materials,and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list,then the item shall
-- 27 be considered as a subsidiary item of Work,the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
�. 32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys,or other public places
34 or other rights-of-way as provided for in the ordinances of the City,as shown in the
�. 35 Contract Documents,or as may be specifically authorized in writing by the City.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
"" City Project No.100993
011100-2
SUMMARY OF WORK
Page 2 of 3
1 a. A reasonable amount of tools, materials, and equipment for construction
2 purposes may be stored in such space,but no more than is necessary to avoid „
3 delay in the construction operations.
4 b. Excavated and waste materials shall be stored in such a way as not to interfere
5 with the use of spaces that may be designated to be left free and unobstructed
6 and so as not to inconvenience occupants of adjacent property.
7 c. If the street is occupied by railroad tracks,the Work shall be carried on in such
8 manner as not to interfere with the operation of the railroad.
9 1) All Work shall be in accordance with railroad requirements set forth in
10 Division 0 as well as the railroad permit.
11 D. Work within Easements
12 1. Do not enter upon private property for any purpose without having previously
13 obtained permission from the owner of such property.
14 2. Do not store equipment or material on private property unless and until the
15 specified approval of the property owner has been secured in writing by the
16 Contractor and a copy furnished to the City.
17 3. Unless specifically provided otherwise,clear all rights-of-way or easements of ..
18 obstructions which must be removed to make possible proper prosecution of the
19 Work as a part of the project construction operations.
20 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, —,
21 lawns, fences,culverts,curbing, and all other types of structures or improvements,
22 to all water, sewer, and gas lines,to all conduits, overhead pole lines, or
23 appurtenances thereof, including the construction of temporary fences and to all
24 other public or private property adjacent to the Work.
25 5. Notify the proper representatives of the owners or occupants of the public or private
26 lands of interest in lands which might be affected by the Work.
27 a. Such notice shall be made at least 48 hours in advance of the beginning of the
28 Work.
29 b. Notices shall be applicable to both public and private utility companies and any
30 corporation,company, individual,or other,either as owners or occupants,
31 whose land or interest in land might be affected by the Work.
32 c. Be responsible for all damage or injury to property of any character resulting
33 from any act,omission,neglect, or misconduct in the manner or method or
34 execution of the Work,or at any time due to defective work, material,or
35 equipment.
36 6. Fence
37 a. Restore all fences encountered and removed during construction of the Project
38 to the original or a better than original condition.
39 b. Erect temporary fencing in place of the fencing removed whenever the Work is
40 not in progress and when the site is vacated overnight, and/or at all times to
41 provide site security.
42 c. The cost for all fence work within easements, including removal,temporary --
43 closures and replacement, shall be subsidiary to the various items bid in the
44 project proposal,unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
011100-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
1 i END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
-- 13
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
012500-1
SUBSTITUTION PROCEDURES
Page 1 of 5
1 SECTION 0125 00
2 SUBSTITUTION PROCEDURES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for requesting the approval of substitution of a product that is not
7 equivalent to a product which is specified by descriptive or performance criteria or
8 defined by reference to 1 or more of the following:
9 a. Name of manufacturer
10 b. Name of vendor
11 c. Trade name
12 d. Catalog number
13 2. Substitutions are not "or-equals".
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. None.
16 C. Related Specification Sections include,but are not necessarily limited to:
17 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
18 2. Division 1 —General Requirements
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIREMENTS
25 A. Request for Substitution-General
26 1. Within 30 days after award of Contract(unless noted otherwise),the City will
27 consider formal requests from Contractor for substitution of products in place of
28 those specified.
29 2. Certain types of equipment and kinds of material are described in Specifications by
30 means of references to names of manufacturers and vendors,trade names,or
31 catalog numbers.
32 a. When this method of specifying is used, it is not intended to exclude from
33 consideration other products bearing other manufacturer's or vendor's names,
34 trade names,or catalog numbers,provided said products are"or-equals," as
35 determined by City.
36 3. Other types of equipment and kinds of material may be acceptable substitutions
37 under the following conditions:
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
012500-2
SUBSTITUTION PROCEDURES
Page 2 of 5
1 a. Or-equals are unavailable due to strike,discontinued production of products
2 meeting specified requirements, or other factors beyond control of Contractor;
3 or,
4 b. Contractor proposes a cost and/or time reduction incentive to the City.
5 1.5 SUBMITTALS --
6 A. See Request for Substitution Form(attached)
7 B. Procedure for Requesting Substitution ....
8 1. Substitution shall be considered only:
9 a. After award of Contract
10 b. Under the conditions stated herein w-
11 2. Submit 3 copies of each written request for substitution, including:
12 a. Documentation
13 1) Complete data substantiating compliance of proposed substitution with
14 Contract Documents
15 2) Data relating to changes in construction schedule, when a reduction is
16 proposed
17 3) Data relating to changes in cost
18 b. For products
19 1) Product identification
20 a) Manufacturer's name
21 b) Telephone number and representative contact name
22 c) Specification Section or Drawing reference of originally specified
23 product,including discrete name or tag number assigned to original
24 product in the Contract Documents
25 2) Manufacturer's literature clearly marked to show compliance of proposed
26 product with Contract Documents
27 3) Itemized comparison of original and proposed product addressing product
28 characteristics including,but not necessarily limited to:
29 a) Size
30 b) Composition or materials of construction
31 c) Weight
32 d) Electrical or mechanical requirements
33 4) Product experience
34 a) Location of past projects utilizing product
35 b) Name and telephone number of persons associated with referenced
36 projects knowledgeable concerning proposed product
37 c) Available field data and reports associated with proposed product
38 5) Samples
39 a) Provide at request of City.
40 b) Samples become the property of the City.
41 c. For construction methods:
42 1) Detailed description of proposed method ...
43 2) Illustration drawings
44 C. Approval or Rejection
45 1. Written approval or rejection of substitution given by the City _.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993 ""'
012500-3
SUBSTITUTION PROCEDURES
y^ Page 3 of 5
1 2. City reserves the right to require proposed product to comply with color and pattern
.� 2 of specified product if necessary to secure design intent.
3 3. In the event the substitution is approved,the resulting cost and/or time reduction
4 will be documented by Change Order in accordance with the General Conditions.
5 4. No additional contract time will be given for substitution.
6 5. Substitution will be rejected if:
7 a. Submittal is not through the Contractor with his stamp of approval
9 b. Request is not made in accordance with this Specification Section
9 c. In the City's opinion, acceptance will require substantial revision of the original
10 design
.. 11 d. In the City's opinion, substitution will not perform adequately the function
12 consistent with the design intent
13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
.. 14 1.7 CLOSEOUT SUBMITTALS [NOT USED]
15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
16 1.9 QUALITY ASSURANCE
17 A. In making request for substitution or in using an approved product,the Contractor
18 represents that the Contractor:
19 1. Has investigated proposed product,and has determined that it is adequate or
20 superior in all respects to that specified,and that it will perform function for which
21 it is intended
22 2. Will provide same guarantee for substitute item as for product specified
23 3. Will coordinate installation of accepted substitution into Work,to include building
-- 24 modifications if necessary,making such changes as may be required for Work to be
25 complete in all respects
26 4. Waives all claims for additional costs related to substitution which subsequently
-- 27 arise
28 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
29 1.11 FIELD [SITE] CONDITIONS [NOT USED]
30 1.12 WARRANTY [NOT USED]
31 PART 2- PRODUCTS [NOT USED]
32 PART 3- EXECUTION [NOT USED]
-- 33 END OF SECTION
34
Revision Log
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
012500-4
SUBSTITUTION PROCEDURES
Page 4 of S
DATE NAME SUN04ARY OF CHANGE
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993 "�
012500-5
SUBSTITUTION PROCEDURES
Page 5 of 5
1 EXHIBIT A
2 REQUEST FOR SUBSTITUTION FORM:
3
4 TO:
5 PROJECT: DATE:
6 We hereby submit for your consideration the following product instead of the specified item for
7 the above project:
8 SECTION PARAGRAPH SPECIFIED ITEM
9
10
11 Proposed Substitution:
12 Reason for Substitution:
13 Include complete information on changes to Drawings and/or Specifications which proposed
14 substitution will require for its proper installation.
15
16 Fill in Blanks Below:
.— 17 A. Will the undersigned contractor pay for changes to the building design, including engineering
18 and detailing costs caused by the requested substitution?
19
20
21 B. What effect does substitution have on other trades?
22
23
,! 24 C. Differences between proposed substitution and specified item?
25
26
27 D. Differences in product cost or product delivery time?
.. 28
29
30 E. Manufacturer's guarantees of the proposed and specified items are:
31
32 Equal Better(explain on attachment)
33 The undersigned states that the function, appearance and quality are equivalent or superior to the
34 specified item.
35 Submitted By: For Use by City
36
37 Signature _Recommended _Recommended
-- 38 as noted
39
40 Firm _Not recommended _Received late
41 Address By
42 Date
43 Date Remarks
44 Telephone
45
46 For Use by City:
47
48 Approved Rejected
49 City Date
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
013119-1
PRECONSTRUCTION MEETING
Pagel of 3
1 SECTION 013119
2 PRECONSTRUCTION MEETING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include,but are not necessarily limited to:
11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
,.� 12 2. Division 1 —General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
.. 14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
.. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded,tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the execution of the
28 Agreement and before Work is started.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting,prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Project Representative
35 b. Contractor's project manager
36 c. Contractor's superintendent
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 17,2012 RELOCATIONS CONTRACT 2017
"" City Project No.100993
013119-2
PRECONSTRUCTION MEETING
Page 2 of 3
1 d. Any subcontractor or supplier representatives whom the Contractor may desire
2 to invite or the City may request
3 e. Other City representatives
4 f. Others as appropriate
5 4. Construction Schedule r,
6 a. Prepare baseline construction schedule in accordance with Section 0132 16 and
7 provide at Preconstruction Meeting.
8 b. City will notify Contractor of any schedule changes upon Notice of
9 Preconstruction Meeting.
10 5. Preliminary Agenda may include:
11 a. Introduction of Project Personnel
12 b. General Description of Project
13 c. Status of right-of--way,utility clearances,easements or other pertinent permits
14 d. Contractor's work plan and schedule
15 e. Contract Time
16 f. Notice to Proceed
17 g. Construction Staking
18 h. Progress Payments
19 i. Extra Work and Change Order Procedures
20 j. Field Orders
21 k. Disposal Site Letter for Waste Material
22 1. Insurance Renewals
23 in. Payroll Certification
24 n. Material Certifications and Quality Control Testing
25 o. Public Safety and Convenience
26 p. Documentation of Pre-Construction Conditions
27 q. Weekend Work Notification .�
28 r. Legal Holidays
29 s. Trench Safety Plans
30 t. Confined Space Entry Standards
31 u. Coordination with the City's representative for operations of existing water
32 systems
33 v. Storm Water Pollution Prevention Plan
34 w. Coordination with other Contractors
35 x. Early Warning System
36 y. Contractor Evaluation
37 z. Special Conditions applicable to the project
38 aa. Damages Claims
39 bb. Submittal Procedures
40 cc. Substitution Procedures
41 dd. Correspondence Routing
42 ee. Record Drawings
43 ff. Temporary construction facilities
44 gg. M/WBE or MBE/SBE procedures
45 hh. Final Acceptance
46 ii. Final Payment
47 aj. Questions or Comments
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 17,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 �"`
013119-3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised August 17,2012 RELOCATIONS CONTRACT 2017
�. City Project No.100993
013216-1
CONSTRUCTION PROGRESS SCHEDULE
--
Pagel of 5
1 SECTION 013216
2 CONSTRUCTION PROGRESS SCHEDULE
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting and
.� 7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include,but are not necessarily limited to:
13 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
14 2. Division 1 —General Requirements
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. Work associated with this Item is considered subsidiary to the various items bid.
18 No separate payment will be allowed for this Item
19 1.3 REFERENCES
20 A. Definitions
21 1. Schedule Tiers
22 a. Tier 1 -No schedule submittal required by contract. Small,brief duration
23 projects
24 b. Tier 2-No schedule submittal required by contract,but will require some
25 milestone dates. Small,brief duration projects
26 c. Tier 3 -Schedule submittal required by contract as described in the
27 Specification and herein.Majority of City projects, including all bond program
28 projects
29 d. Tier 4- Schedule submittal required by contract as described in the
30 Specification and herein. Large and/or complex projects with long durations
.� 31 1) Examples: large water pump station project and associated pipeline with
32 interconnection to another governmental entity
33 e. Tier 5-Schedule submittal required by contract as described in the
34 Specification and herein. Large and/or very complex projects with long
' 35 durations,high public visibility
36 1) Examples might include a water or wastewater treatment plant
37 2. Baseline Schedule-Initial schedule submitted before work begins that will serve
38 as the baseline for measuring progress and departures from the schedule.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
"" City Project No.100993
013216-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5 '~
1 3. Progress Schedule-Monthly submittal of a progress schedule documenting
2 progress on the project and any changes anticipated.
3 4. Schedule Narrative-Concise narrative of the schedule including schedule
4 changes,expected delays,key schedule issues, critical path items, etc
5 B. Reference Standards
6 1. City of Fort Worth Schedule Guidance Document
7 1.4 ADMINISTRATIVE REQUIREMENTS _.
8 A. Baseline Schedule
9 1. General
10 a. Prepare a cost-loaded baseline Schedule using approved software and the
11 Critical Path Method(CPM) as required in the City of Fort Worth Schedule
12 Guidance Document.
13 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
14 understanding of the work to be performed and known issues and constraints
15 related to the schedule.
16 c. Designate an authorized representative(Project Scheduler)responsible for -
17 developing and updating the schedule and preparing reports.
18 B. Progress Schedule
19 1. Update the progress Schedule monthly as required in the City of Fort Worth
20 Schedule Guidance Document.
21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
22 3. Change Orders
23 a. Incorporate approved change orders,resulting in a change of contract time, in
24 the baseline Schedule in accordance with City of Fort Worth Schedule
25 Guidance Document.
26 C. Responsibility for Schedule Compliance
27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status
28 Report that delays to the critical path have resulted and the Contract completion
29 date will not be met,or when so directed by the City, make some or all of the
30 following actions at no additional cost to the City --
31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
32 outlining:
33 1) A written statement of the steps intended to take to remove or arrest the
34 delay to the critical path in the approved schedule
35 2) Increase construction manpower in such quantities and crafts as will
36 substantially eliminate the backlog of work and return current Schedule to ..
37 meet projected baseline completion dates
38 3) Increase the number of working hours per shift, shifts per day,working
39 days per week,the amount of construction equipment,or any combination
40 of the foregoing, sufficiently to substantially eliminate the backlog of work
41 4) Reschedule activities to achieve maximum practical concurrency of
42 accomplishment of activities,and comply with the revised schedule
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
013216-3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 5
1 2. If no written statement of the steps intended to take is submitted when so requested
2 by the City,the City may direct the Contractor to increase the level of effort in
3 manpower(trades), equipment and work schedule(overtime, weekend and holiday
4 work, etc.)to be employed by the Contractor in order to remove or arrest the delay
5 to the critical path in the approved schedule.
6 a. No additional cost for such work will be considered.
7 D. The Contract completion time will be adjusted only for causes specified in this
8 Contract.
9 a. Requests for an extension of any Contract completion date must be
10 supplemented with the following:
11 1) Furnish justification and supporting evidence as the City may deem
12 necessary to determine whether the requested extension of time is entitled
13 under the provisions of this Contract.
14 a) The City will, after receipt of such justification and supporting
15 evidence, make findings of fact and will advise the Contractor,in
16 writing thereof.
17 2) If the City finds that the requested extension of time is entitled,the City's
18 determination as to the total number of days allowed for the extensions
19 shall be based upon the approved total baseline schedule and on all data
20 relevant to the extension.
21 a) Such data shall be included in the next updating of the Progress
22 schedule.
23 b) Actual delays in activities which, according to the Baseline schedule,
24 do not affect any Contract completion date shown by the critical path in
25 the network will not be the basis for a change therein.
26 2. Submit each request for change in Contract completion date to the City withinr30
27 days after the beginning of the delay for which a time extension is requested but
28 before the date of final payment under this Contract.
29 a. No time extension will be granted for requests which are not submitted within
30 the foregoing time limit.
31 b. From time to time, it may be necessary for the Contract schedule or completion
32 time to be adjusted by the City to reflect the effects of job conditions, weather,
33 technical difficulties, strikes,unavoidable delays on the part of the City or its
34 representatives, and other unforeseeable conditions which may indicate
35 schedule adjustments or completion time extensions.
36 1) Under such conditions,the City will direct the Contractor to reschedule the
37 work or Contract completion time to reflect the changed conditions and the
38 Contractor shall revise his schedule accordingly.
39 a) No additional compensation will be made to the Contractor for such
- 40 schedule changes except for unavoidable overall contract time
41 extensions beyond the actual completion of unaffected work, in which
42 case the Contractor shall take all possible action to minimize any time
43 extension and any additional cost to the City.
44 b) Available float time in the Baseline schedule may be used by the City
45 as well as by the Contractor.
46 3. Float or slack time is defined as the amount of time between the earliest start date
47 and the latest start date or between the earliest finish date and the latest finish date
48 of a chain of activities on the Baseline Schedule.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
013216-4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
1 a. Float or slack time is not for the exclusive use or benefit of either the
2 Contractor or the City. do
3 b. Proceed with work according to early start dates, and the City shall have the
4 right to reserve and apportion float time according to the needs of the project.
5 c. Acknowledge and agree that actual delays, affecting paths of activities
6 containing float time, will not have any effect upon contract completion times,
7 providing that the actual delay does not exceed the float time associated with
8 those activities.
9 E. Coordinating Schedule with Other Contract Schedules
10 1. Where work is to be performed under this Contract concurrently with or contingent
11 upon work performed on the same facilities or area under other contracts,the ..
12 Baseline Schedule shall be coordinated with the schedules of the other contracts.
13 a. Obtain the schedules of the other appropriate contracts from the City for the
14 preparation and updating of Baseline schedule and make the required changes
15 in his schedule when indicated by changes in corresponding schedules.
16 2. In case of interference between the operations of different contractors,the City will
17 determine the work priority of each contractor and the sequence of work necessary ,
18 to expedite the completion of the entire Project.
19 a. In such cases,the decision of the City shall be accepted as final.
20 b. The temporary delay of any work due to such circumstances shall not be
21 considered as justification for claims for additional compensation.
22 1.5 SUBMITTALS
23 A. Baseline Schedule
24 1. Submit Schedule in native file format and pdf format as required in the City of Fort
25 Worth Schedule Guidance Document.
26 a. Native file format includes:
27 1) Primavera(P6 or Primavera Contractor)
28 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
29 bring in hard copy to the meeting for review and discussion.
30 B. Progress Schedule
31 1. Submit progress Schedule in native file format and pdf format as required in the
32 City of Fort Worth Schedule Guidance Document.
33 2. Submit progress Schedule monthly no later than the last day of the month.
34 C. Schedule Narrative
35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
36 Schedule Guidance Document.
37 2. Submit schedule narrative monthly no later than the last day of the month.
38 D. Submittal Process
39 1. The City administers and manages schedules through Buzzsaw.
40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule
41 Guidance Document.
42 3. Once the project has been completed and Final Acceptance has been issued by the
43 City, no further progress schedules are required.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993 �..
013216-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE
5 A. The person preparing and revising the construction Progress Schedule shall be
-- 6 experienced in the preparation of schedules of similar complexity.
7 B. Schedule and supporting documents addressed in this Specification shall be prepared,
8 updated and revised to accurately reflect the performance of the construction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
- 11 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
12 1.11 FIELD [SITE] CONDITIONS [NOT USED]
13 1.12 WARRANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED]
16 END OF SECTION
17
Revision Log
DATE NAME SUMMARY OF CHANGE
18
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
013233-1
PRECONSTRUCITON VIDEO
Pagel of 2
1 SECTION 0132 33
2 PRECONSTRUCTION VIDEO
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative and procedural requirements for:
7 a. Preconstruction Videos
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include,but are not necessarily limited to:
11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 —General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIREMENTS
19 A. Preconstruction Video
20 1. Produce a preconstruction video of the sitelalignment, including all areas in the
21 vicinity of and to be affected by construction.
22 a. Provide digital copy of video upon request by the City.
23 2. Retain a copy of the preconstruction video until the end of the maintenance surety
24 period.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
-- 30 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
31 1.11 FIELD [SITE] CONDITIONS [NOT USED]
32 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
013233-2
PRECONSTRUCTION VIDEO
Page 2 of 2
1 PART 2- PRODUCTS [NOT USED]
2 PART 3- EXECUTION [NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
5
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
013300-1
SUBMITTALS
Pagel of 8
m 1 SECTION 0133 00
2 SUBMITTALS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data(including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include,but are not necessarily limited to:
.� 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
16 2. Division 1 —General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Notify the City in writing, at the time of submittal, of any deviations in the
25 submittals from the requirements of the Contract Documents.
26 2. Coordination of Submittal Times
27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of
28 performing the related Work or other applicable activities,or within the time
29 specified in the individual Work Sections, of the Specifications.
30 b. Contractor is responsible such that the installation will not be delayed by
31 processing times including,but not limited to:
32 a) Disapproval and resubmittal(if required)
33 b) Coordination with other submittals
^! 34 c) Testing
35 d) Purchasing
36 e) Fabrication
37 f) Delivery
38 g) Similar sequenced activities
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
'" City Project No.100993
013300-2
SUBMITTALS
Page 2 of 8
1 c. No extension of time will be authorized because of the Contractor's failure to
2 transmit submittals sufficiently in advance of the Work. ._
3 d. Make submittals promptly in accordance with approved schedule, and in such
4 sequence as to cause no delay in the Work or in the work of any other
5 contractor.
6 B. Submittal Numbering
7 1. When submitting shop drawings or samples,utilize a 9-character submittal cross-
8 reference identification numbering system in the following manner: —°
9 a. Use the first 6 digits of the applicable Specification Section Number.
10 b. For the next 2 digits number use numbers 01-99 to sequentially number each
11 initial separate item or drawing submitted under each specific Section number.
12 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e.
13 A=2nd submission, B=3rd submission,C=4th submission,etc.). A typical
14 submittal number would be as follows: _
15
16 03 30 00-08-B
17
18 1) 03 30 00 is the Specification Section for Concrete ®`
19 2) 08 is the eighth initial submittal under this Specification Section
20 3) B is the third submission(second resubmission) of that particular shop
21 drawing
22 C. Contractor Certification
23 1. Review shop drawings,product data and samples, including those by
24 subcontractors,prior to submission to determine and verify the following:
25 a. Field measurements
26 b. Field construction criteria
27 c. Catalog numbers and similar data
28 d. Conformance with the Contract Documents
29 2. Provide each shop drawing, sample and product data submitted by the Contractor
30 with a Certification Statement affixed including:
31 a. The Contractor's Company name
32 b. Signature of submittal reviewer
33 c. Certification Statement --
34 1) `By this submittal,I hereby represent that I have determined and verified
35 field measurements, field construction criteria,materials, dimensions,
36 catalog numbers and similar data and I have checked and coordinated each --
37 item with other applicable approved shop drawings."
38 D. Submittal Format
39 1. Fold shop drawings larger than 8 'h inches x 11 inches to 8 'h inches x 11 inches.
40 2. Bind shop drawings and product data sheets together.
41 3. Order
42 a. Cover Sheet
43 1) Description of Packet
44 2) Contractor Certification
45 b. List of items/Table of Contents
46 c. Product Data/Shop Drawings/Samples/Calculations
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
013300-3
SUBMITTALS
Page 3 of 8
1 E. Submittal Content
2 1. The date of submission and the dates of any previous submissions
3 2. The Project title and number
4 3. Contractor identification
5 4. The names of:
6 a. Contractor
7 b. Supplier
8 c. Manufacturer
9 5. Identification of the product,with the Specification Section number,page and
10 paragraph(s)
11 6. Field dimensions,clearly identified as such
12 7. Relation to adjacent or critical features of the Work or materials
13 8. Applicable standards, such as ASTM or Federal Specification numbers
14 9. Identification by highlighting of deviations from Contract Documents
15 10. Identification by highlighting of revisions on resubmittals
16 11. An 8-inch x 3-inch blank space for Contractor and City stamps
17 F. Shop Drawings
18 1. As specified in individual Work Sections includes,but is not necessarily limited to:
19 a. Custom-prepared data such as fabrication and erection/installation(working)
20 drawings
21 b. Scheduled information
22 c. Setting diagrams
23 d. Actual shopwork manufacturing instructions
24 e. Custom templates
25 f. Special wiring diagrams
26 g. Coordination drawings
27 h. Individual system or equipment inspection and test reports including:
28 1) Performance curves and certifications
29 i. As applicable to the Work
30 2. Details
31 a. Relation of the various parts to the main members and lines of the structure
32 b. Where correct fabrication of the Work depends upon field measurements
33 1) Provide such measurements and note on the drawings prior to submitting
34 for approval.
35 G. Product Data
36 1. For submittals of product data for products included on the City's Standard Product
37 List,clearly identify each item selected for use on the Project.
38 2. For submittals of product data for products not included on the City's Standard
39 Product List, submittal data may include,but is not necessarily limited to:
mm 40 a. Standard prepared data for manufactured products(sometimes referred to as
41 catalog data)
42 1) Such as the manufacturer's product specification and installation
43 instructions
44 2) Availability of colors and patterns
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
013300-4
SUBMITTALS
Page 4 of 8
1 3) Manufacturer's printed statements of compliances and applicability
2 4) Roughing-in diagrams and templates
3 5) Catalog cuts
4 6) Product photographs
5 7) Standard wiring diagrams
6 8) Printed performance curves and operational-range diagrams
7 9) Production or quality control inspection and test reports and certifications
8 10) Mill reports
9 11) Product operating and maintenance instructions and recommended
10 spare-parts listing and printed product warranties
11 12) As applicable to the Work
12 H. Samples
13 1. As specified in individual Sections, include,but are not necessarily limited to:
14 a. Physical examples of the Work such as:
15 1) Sections of manufactured or fabricated Work
16 2) Small cuts or containers of materials
17 3) Complete units of repetitively used products color/texture/pattern swatches
18 and range sets
19 4) Specimens for coordination of visual effect
20 5) Graphic symbols and units of Work to be used by the City for independent
21 inspection and testing, as applicable to the Work
22 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
23 be fabricated or installed prior to the approval or qualified approval of such item.
24 1. Fabrication performed, materials purchased or on-site construction accomplished
25 which does not conform to approved shop drawings and data is at the Contractor's
26 risk.
27 2. The City will not be liable for any expense or delay due to corrections or remedies
28 required to accomplish conformity.
29 3. Complete project Work, materials, fabrication, and installations in conformance ..
30 with approved shop drawings, applicable samples, and product data.
31 J. Submittal Distribution
32 1. Electronic Distribution
33 a. Confirm development of Project directory for electronic submittals to be
34 uploaded to City's Buzzsaw site,or another external FTP site approved by the
35 City.
36 b. Shop Drawings
37 1) Upload submittal to designated project directory and notify appropriate
38 City representatives via email of submittal posting.
39 2) Hard Copies
40 a) 3 copies for all submittals
41 b) If Contractor requires more than 1 hard copy of Shop Drawings
42 returned,Contractor shall submit more than the number of copies listed
43 above.
44 c. Product Data
45 1) Upload submittal to designated project directory and notify appropriate
46 City representatives via email of submittal posting.
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1 2) Hard Copies
2 a) 3 copies for all submittals
3 d. Samples
4 1) Distributed to the Project Representative
5 2. Hard Copy Distribution(if required in lieu of electronic distribution)
6 a. Shop Drawings
7 1) Distributed to the City
8 2) Copies
9 a) 8 copies for mechanical submittals
10 b) 7 copies for all other submittals
11 c) If Contractor requires more than 3 copies of Shop Drawings returned,
12 Contractor shall submit more than the number of copies listed above.
13 b. Product Data
14 1) Distributed to the City
15 2) Copies
16 a) 4 copies
17 c. Samples
18 1) Distributed to the Project Representative
19 2) Copies
20 a) Submit the number stated in the respective Specification Sections.
.. 21 3. Distribute reproductions of approved shop drawings and copies of approved
22 product data and samples,where required,to the job site file and elsewhere as
23 directed by the City.
24 a. Provide number of copies as directed by the City but not exceeding the number
25 previously specified.
26 K. Submittal Review
27 1. The review of shop drawings,data and samples will be for general conformance
28 with the design concept and Contract Documents. This is not to be construed as:
29 a. Permitting any departure from the Contract requirements
30 b. Relieving the Contractor of responsibility for any errors,including details,
31 dimensions,and materials
32 c. Approving departures from details furnished by the City,except as otherwise
33 provided herein
34 2. The review and approval of shop drawings, samples or product data by the City
35 does not relieve the Contractor from his/her responsibility with regard to the
.. 36 fulfillment of the terms of the Contract.
37 a. All risks of error and omission are assumed by the Contractor,and the City will
38 have no responsibility therefore.
39 3. The Contractor remains responsible for details and accuracy,for coordinating the
40 Work with all other associated work and trades,for selecting fabrication processes,
41 for techniques of assembly and for performing Work in a safe manner.
42 4. If the shop drawings,data or samples as submitted describe variations and show a
43 departure from the Contract requirements which City finds to be in the interest of
44 the City and to be so minor as not to involve a change in Contract Price or time for
45 performance,the City may return the reviewed drawings without noting an
46 exception.
47 5. Submittals will be returned to the Contractor under 1 of the following codes:
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
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1 a. Code 1
2 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
3 comments on the submittal.
4 a) When returned under this code the Contractor may release the
5 equipment and/or material for manufacture.
6 b. Code 2
7 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
8 the notations and comments IS NOT required by the Contractor.
9 a) The Contractor may release the equipment or material for manufacture;
10 however, all notations and comments must be incorporated into the
11 final product.
12 c. Code 3
13 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
14 assigned when notations and comments are extensive enough to require a
15 resubmittal of the package.
16 a) The Contractor may release the equipment or material for manufacture;
17 however, all notations and comments must be incorporated into the
18 final product.
19 b) This resubmittal is to address all comments, omissions and
20 non-conforming items that were noted.
21 c) Resubmittal is to be received by the City within 15 Calendar Days of
22 the date of the City's transmittal requiring the resubmittal. �.
23 d. Code 4
24 1) "NOT APPROVED" is assigned when the submittal does not meet the
25 intent of the Contract Documents.
26 a) The Contractor must resubmit the entire package revised to bring the
27 submittal into conformance.
28 b) It may be necessary to resubmit using a different manufacturer/vendor --
29 to meet the Contract Documents.
30 6. Resubmittals
31 a. Handled in the same manner as first submittals --
32 1) Corrections other than requested by the City
33 2) Marked with revision triangle or other similar method
34 a) At Contractor's risk if not marked
35 b. Submittals for each item will be reviewed no more than twice at the City's
36 expense.
37 1) All subsequent reviews will be performed at times convenient to the City
38 and at the Contractor's expense,based on the City's or City
39 Representative's then prevailing rates.
40 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
41 all such fees invoiced by the City. �.
42 c. The need for more than 1 resubmission or any other delay in obtaining City's
43 review of submittals,will not entitle the Contractor to an extension of Contract
44 Time.
45 7. Partial Submittals
46 a. City reserves the right to not review submittals deemed partial,at the City's
47 discretion.
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1 b. Submittals deemed by the City to be not complete will be returned to the
2 Contractor,and will be considered "Not Approved" until resubmitted.
3 c. The City may at its option provide a list or mark the submittal directing the
4 Contractor to the areas that are incomplete.
5 8. If the Contractor considers any correction indicated on the shop drawings to
6 constitute a change to the Contract Documents,then written notice must be
7 provided thereof to the City at least 7 Calendar Days prior to release for
8 manufacture.
9 9. When the shop drawings have been completed to the satisfaction of the City,the
10 Contractor may carry out the construction in accordance therewith and no further
11 changes therein except upon written instructions from the City.
12 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
13 following receipt of submittal by the City.
.. 14 L. Mock ups
15 1. Mock Up units as specified in individual Sections, include, but are not necessarily
16 limited to,complete units of the standard of acceptance for that type of Work to be
17 used on the Project. Remove at the completion of the Work or when directed
18 M. Qualifications
19 1. If specifically required in other Sections of these Specifications,submit a P.E.
20 Certification for each item required.
21 N. Request for Information(RFI)
.. 22 1. Contractor Request for additional information
23 a. Clarification or interpretation of the contract documents
24 b. When the Contractor believes there is a conflict between Contract Documents
25 c. When the Contractor believes there is a conflict between the Drawings and
26 Specifications
27 1) Identify the conflict and request clarification
28 2. Use the Request for Information(RFT)form provided by the City.
29 3. Numbering of RFT
30 a. Prefix with"RFI"followed by series number,"-xxx",beginning with"01"and
31 increasing sequentially with each additional transmittal.
32 4. Sufficient information shall be attached to permit a written response without further
33 information.
-- 34 5. The City will log each request and will review the request.
35 a. If review of the project information request indicates that a change to the
36 Contract Documents is required,the City will issue a Field Order or Change
... 37 Order, as appropriate.
38 1.5 SUBMITTALS [NOT USED]
39 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
40 1.7 CLOSEOUT SUBMITTALS [NOT USED]
-• 41 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
42 1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
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1 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days
8
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1 SECTION 013513
2 SPECIAL PROJECT PROCEDURES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes,but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight,Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. NON-EXCLUSIVE CONTRACT
20 This contract is non-exclusive.During the term of this contract or any renewal
21 hereof,the City reserves the right to advertise and award another contract for
22 like or similar work.If a second contract is awarded,the City further reserves
23 the right to issue work orders under either contract as it deems in its best
24 interest,without recourse.
25 The City also reserves the right to execute additional contracts for emergency
26 work,foregoing the advertising and awarding process,as it deems in its best
27 interest,without recourse.
28 2. MOVE IN CHARGES
29 A work order may contain one or more locations. One move-in fee will be paid
30 to the contractor per Work Order issued. Locations for multiple sites per
31 Work Order will be in the same general vicinity,if possible,and if so,only one
32 mobilization charge will be paid.When water and sewer work are required,
33 only the water move-in fee will be paid. At no time will both charges be paid
34 for one specific location.
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1 3. DETERMINATION AND INITIATION OF WORKThe Engineer shall
2 determine and designate to the Contractor the location of the service main
3 requiring replacement by a Work Order together with a sketch for each such
4 replacement,giving the limits,size and nature of work required.The Engineer
5 will notify the Contractor that a Work Order is ready and fax and/or e-mail
6 the Contractor a copy of the Work Order notification. The Contractor is to
7 provide his fax number and e-mail address to the Engineer at the pre-
8 construction conference. Single or several Work Orders may be issued at one
9 time.The Contractor shall initiate work on a replacement within seven(7)
10 working days of the date the Work Order is sent to the Contractor,and
11 continue work on the Work Order until it has been completed,not including
12 paving.The Contractor shall furnish and supply sufficient equipment and
13 personnel to complete the Work Order in the amount of time provided for in
14 the Work Order. Should the Contractor fail to start any Work Order within
15 the time specified,he shall add the necessary work crews and equipment to
16 prosecute the work to complete the Work Order or Work Orders in the time
17 provided.
18 4. PAYMENT
19 Because of the unique nature of this contract,Article 14,PAYMENTS TO
20 CONTRACTOR AND COMPLETION of the General Conditions shall be
21 amended and superseded by the following: (Please initial below) -
22 Whenever the improvements prescribed by an individual Work Order have
23 been completed,the Contractor shall notify the Engineer. The Engineer or
24 other appropriate official of the Owner will,within a reasonable time,perform
25 the inspections.If such inspection reveals that the improvements are in an
26 acceptable condition and have been completed in accordance with the terms of
27 the Contract Documents and all approved modifications thereof,the Engineer
28 will recommend acceptance of the work under that particular Work Order
29 and recommend payment therefore.
30 If the Engineer finds that the work has not been completed as required,he --
31 shall so advise the Contractor in writing,furnishing him an itemized list of all
32 known items which have not been completed or which or not in an acceptable
33 condition.When the Contractor has corrected all such items,he shall again
34 notify the Engineer that the improvements are ready for inspection,and the
35 Engineer shall proceed as outlined above.
36 Whenever the improvements prescribed by the individual Work Order have
37 been completed and all requirements of the Contract Documents have been
38 fulfilled on the part of the Contractor,an estimate showing the value of the
39 work will be prepared by the Engineer as soon as the necessary measurements,
40 computations and checks can be made.
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1 The amount of the estimate will be paid to the Contractor after acceptance by
2 the Water Department Director,provided the Contractor has furnished to the
3 Owner satisfactory evidence of payment as follows: Prior to submission of the
4 estimate for payment,the Contractor shall execute affidavit,as furnished by
5 the City,certifying that all persons,firms,associations,corporations or other
6 organizations furnishing labor and/or materials under that Work Order have
7 been paid in full,that the wage scale established by the City Council in the
8 City of Fort Worth has been paid,and that there are no claims pending for
9 personal injury and/or property damages.
10 The acceptance by the Contractor of the individual payment as aforesaid shall
11 operate as and shall release the Owner from all claims or liabilities under the
12 Contract for anything done or furnished or relating to the work under that
13 Work Order or any act or neglect of said City relating to or connected with the
14 Contract.
15 The making of the payment by the Owner shall not relieve the Contractor of
16 any guarantees or other requirements of the Contract Documents which
17 specifically continue thereafter.
18
19 Bidder's Initials
20 5. BID QUANTITIES AND CONTRACT AWARD
21 Bid quantities of the various items in the proposal are for comparison only and
22 may not reflect the actual quantities.There is no limit to which a bid item can
23 be increased or decreased.
24 Contractor shall not be entitled to renegotiation of unit prices regardless of the
25 final measured quantities.To the extent that Articles 10, 11 or 12 conflicts with
26 this provision,this provision controls. No claim will be considered for lost or
27 anticipated profits based upon differences in estimated quantities versus actual
28 quantities.
29 Total quantities given in the bid proposal may not reflect actual quantities;
30 however,they are given for the purpose of bidding and awarding the contract.
31 A contract in the amount of$750.000.00 shall be awarded with the final
32 payment based on actual measured quantities and the unit price bid in this
33 proposal.Moreover,there is to be no limit on the variation between the
34 estimated quantities shown and actual quantities performed.
35 6. LIFE OF CONTRACT
36 It is contemplated that Work Orders will be issued to the Contractor for work
37 to be performed under this Contract for not to exceed 365 calendar days
38 following the date of the Contract nor to exceed the limit of the award price,
39 whichever should occur last. The contractor shall be required to complete any
40 work covered by a Work Order issued prior to that date of termination but
41 will not be required to accept any work order for execution dated after that
42 date of termination.If the cost of the work performed under this Contract is
43 less than the limit of the contract award at the end of the 365 calendar day
44 period,at the City's option and at the Contractor's concurrence,the Project
45 may be extended to the limit of the contract award.
46
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
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1 7. OPTION TO RENEW
2 The time period of this Agreement will be for one calendar year or the
3 expiration of the funding,whichever occurs last.The City reserves the right to
4 renew the contract for up to two(2)additional time periods under the same
5 terms,conditions and unit prices.The City shall provide at least sixty(60)
6 days' notice to the Contractor of the City's intent to renew.
7 8. LIQUIDATED DAMAGES
8 The Contractor shall pay liquidated damages of three hundred—fifteen& -
9 00/100 dollars($315.00)per day per Work Order,for failure to begin a Work
10 Order within the seven(7)working days of the date of the Work Order is sent
11 to the Contractor.Failure to complete project within the stipulated
12 construction time on the Work Order,the Contractor will pay liquidated
13 damages in the amount stipulated in these contract documents.
14 9. TRENCH SAFETY SYSTEM DESIGN
15 Because of the unique nature of this contract,the number of trench safety
16 system designs required is not known at the time bids are received. While the
17 Contractor is still bound by the latest version of the U.S. Department of Labor,
18 Occupational Safety and Health Administration Standards,29 CFR Part 1926,
19 Subpart P-Excavations,it is the City's intention that all costs incurred by the
20 Contractor in acquiring trench safety designs be included in the unit price bid 4
21 for Job Move In or Mobilization.
22
23 C. Related Specification Sections include, but are not necessarily limited to: --
24 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
25 2. Division 1 —General Requirements
26 3. Section 33 12 25 —Connection to Existing Water Mains
27 1.2 PRICE AND PAYMENT PROCEDURES
28 A. Measurement and Payment ..
29 1. Coordination within Railroad permit areas
30 a. Measurement
31 1) Measurement for this Item will be by lump sum.
32 b. Payment
33 1) The work performed and materials furnished in accordance with this Item
34 will be paid for at the lump sum price bid for Railroad Coordination.
35 c. The price bid shall include:
36 1) Mobilization
37 2) Inspection
38 3) Safety training
39 4) Additional Insurance
40 5) Insurance Certificates --
41 6) Other requirements associated with general coordination with Railroad,
42 including additional employees required to protect the right-of-way and
43 property of the Railroad from damage arising out of and/or from the
44 construction of the Project.
45 2. Railroad Flagmen
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
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1 a. Measurement
w
2 1) Measurement for this Item will be per working day.
3 b. Payment
4 1) The work performed and materials furnished in accordance with this Item
5 will be paid for each working day that Railroad Flagmen are present at the
6 Site.
7 c. The price bid shall include:
8 1) Coordination for scheduling flagmen
.. 9 2) Flagmen
10 3) Other requirements associated with Railroad
11 3. All other items
12 a. Work associated with these Items is considered subsidiary to the various Items
13 bid. No separate payment will be allowed for this Item
14 1.3 REFERENCES
15 A. Reference Standards
16 1. Reference standards cited in this Specification refer to the current reference
17 standard published at the time of the latest revision date logged at the end of this
18 Specification, unless a date is specifically cited.
19 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety,Chapter 752.
20 High Voltage Overhead Lines.
21 3. North Central Texas Council of Governments (NCTCOG)—Clean Construction
22 Specification
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Coordination with the Texas Department of Transportation
25 1. When work in the right-of-way which is under the jurisdiction of the Texas
26 Department of Transportation(TxDOT):
27 a. Notify the Texas Department of Transportation prior to commencing any work
28 therein in accordance with the provisions of the permit
29 b. All work performed in the TxDOT right-of-way shall be performed in
30 compliance with and subject to approval from the Texas Department of
31 Transportation
32 B. Work near High Voltage Lines
33 1. Regulatory Requirements
34 a. All Work near High Voltage Lines(more than 600 volts measured between
35 conductors or between a conductor and the ground) shall be in accordance with
36 Health and Safety Code,Title 9, Subtitle A,Chapter 752.
37 2. Warning sign
38 a. Provide sign of sufficient size meeting all OSHA requirements.
39 3. Equipment operating within 10 feet of high voltage lines will require the following
40 safety features
41 a. Insulating cage-type of guard about the boom or arm
42 b. Insulator links on the lift hook connections for back hoes or dippers
43 c. Equipment must meet the safety requirements as set forth by OSHA and the
44 safety requirements of the owner of the high voltage lines
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
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1 4. Work within 6 feet of high voltage electric lines
2 a. Notification shall be given to:
3 1) The power company(example:ONCOR)
4 a) Maintain an accurate log of all such calls to power company and record
5 action taken in each case.
6 b. Coordination with power company
7 1) After notification coordinate with the power company to:
8 a) Erect temporary mechanical barriers,de-energize the lines, or raise or
9 lower the lines
10 c. No personnel may work within 6 feet of a high voltage line before the above
11 requirements have been met.
12 C. Confined Space Entry Program
13 1. Provide and follow approved Confined Space Entry Program in accordance with
14 OSHA requirements.
15 2. Confined Spaces include:
16 a. Manholes
17 b. All other confined spaces in accordance with OSHA's Permit Required for
18 Confined Spaces
19 D. Air Pollution Watch Days
20 1. General
21 a. Observe the following guidelines relating to working on City construction sites
22 on days designated as"AIR POLLUTION WATCH DAYS".
23 b. Typical Ozone Season
24 1) May 1 through October 31.
25 c. Critical Emission Time
26 1) 6:00 a.m. to 10:00 a.m.
27 2. Watch Days
28 a. The Texas Commission on Environmental Quality(TCEQ),in coordination
29 with the National Weather Service, will issue the Air Pollution Watch by 3:00
30 p.m. on the afternoon prior to the WATCH day.
31 b. Requirements
32 1) Begin work after 10:00 a.m whenever construction phasing requires the
33 use of motorized equipment for periods in excess of 1 hour.
34 2) However,the Contractor may begin work prior to 10:00 a.m. if:
35 a) Use of motorized equipment is less than 1 hour,or
36 b) If equipment is new and certified by EPA as "Low Emitting",or
37 equipment bums Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or
38 alternative fuels such as CNG.
39 E. TCEQ Air Permit
40 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ.
41 F. Use of Explosives,Drop Weight,Etc. --
42 1. When Contract Documents permit on the project the following will apply:
43 a. Public Notification
44 1) Submit notice to City and proof of adequate insurance coverage, 24 hours -
45 prior to commencing.
46 2) Minimum 24 hour public notification in accordance with Section 0131 13
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
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1 G. Water Department Coordination
2 1. During the construction of this project, it will be necessary to deactivate,for a
3 period of time, existing lines. The Contractor shall be required to coordinate with
4 the Water Department to determine the best times for deactivating and activating
5 those lines.
6 2. Coordinate any event that will require connecting to or the operation of an existing
7 City water line system with the City's representative.
8 a. Coordination shall be in accordance with Section 33 12 25.
9 b. If needed, obtain a hydrant water meter from the Water Department for use
10 during the life of named project.
11 c. In the event that a water valve on an existing live system be turned off and on
12 to accommodate the construction of the project is required,coordinate this
13 activity through the appropriate City representative.
14 1) Do not operate water line valves of existing water system.
15 a) Failure to comply will render the Contractor in violation of Texas Penal
16 Code Title 7,Chapter 28.03(Criminal Mischief)and the Contractor
17 will be prosecuted to the full extent of the law.
—• 18 b) In addition, the Contractor will assume all liabilities and
19 responsibilities as a result of these actions.
20 H. Public Notification Prior to Beginning Construction
21 1. Prior to beginning construction on any block in the project, on a block by block
22 basis,prepare and deliver a notice or flyer of the pending construction to the front
23 door of each residence or business that will be impacted by construction. The notice
24 shall be prepared as follows:
25 a. Post notice or flyer 7 days prior to beginning any construction activity on each
26 block in the project area.
27 1) Prepare flyer on the Contractor's letterhead and include the following
28 information:
29 a) Name of Project
30 b) City Project No(CPN)
31 c) Scope of Project(i.e. type of construction activity)
32 d) Actual construction duration within the block
33 e) Name of the contractor's foreman and phone number
34 f) Name of the City's inspector and phone number
35 g) City's after-hours phone number
36 2) A sample of the `pre-construction notification' flyer is attached as Exhibit
37 A-
38 3) Submit schedule showing the construction start and finish time for each
39 block of the project to the inspector.
40 4) Deliver flyer to the City Inspector for review prior to distribution.
41 b. No construction will be allowed to begin on any block until the flyer is
42 delivered to all residents of the block.
43 I. Public Notification of Temporary Water Service Interruption during Construction
44 1. In the event it becomes necessary to temporarily shut down water service to
45 residents or businesses during construction,prepare and deliver a notice or flyer of
46 the pending interruption to the front door of each affected resident.
47 2. Prepared notice as follows:
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1 a. The notification or flyer shall be posted 24 hours prior to the temporary
2 interruption.
3 b. Prepare flyer on the contractor's letterhead and include the following
4 information:
5 1) Name of the project
6 2) City Project Number '
7 3) Date of the interruption of service
8 4) Period the interruption will take place
9 5) Name of the contractor's foreman and phone number
10 6) Name of the City's inspector and phone number
11 c. A sample of the temporary water service interruption notification is attached as
12 Exhibit B. --
13 d. Deliver a copy of the temporary interruption notification to the City inspector
14 for review prior to being distributed.
15 e. No interruption of water service can occur until the flyer has been delivered to
16 all affected residents and businesses.
17 f. Electronic versions of the sample flyers can be obtained from the Project
18 Construction Inspector.
19 J. Coordination with United States Army Corps of Engineers (USACE)
20 1. At locations in the Project where construction activities occur in areas where
21 USACE permits are required,meet all requirements set forth in each designated
22 permit.
23 K. Coordination within Railroad Permit Areas
24 1. At locations in the project where construction activities occur in areas where
25 railroad permits are required, meet all requirements set forth in each designated
26 railroad permit. This includes,but is not limited to,provisions for:
27 a. Flagmen
28 b. Inspectors
29 c. Safety training
30 d. Additional insurance
31 e. Insurance certificates
32 f. Other employees required to protect the right-of-way and property of the
33 Railroad Company from damage arising out of and/or from the construction of --
34 the project. Proper utility clearance procedures shall be used in accordance
35 with the permit guidelines.
36 2. Obtain any supplemental information needed to comply with the railroad's
37 requirements.
38 3. Railroad Flagmen
39 a. Submit receipts to City for verification of working days that railroad flagmen --
40 were present on Site.
41 L. Dust Control
42 1. Use acceptable measures to control dust at the Site.
43 a. If water is used to control dust, capture and properly dispose of waste water.
44 b. If wet saw cutting is performed,capture and properly dispose of slurry.
45 M. Employee Parking
46 1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
0135 13-9
SPECIAL PROJECT PROCEDURES
_u. Page 9 of 11
1 1.5 SUBMITTALS [NOT USED]
"µ 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
1.4.B--Added requirement of compliance with Health and Safety Code,Title 9.
8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines.
1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit
13
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
..
0135 13-10
SPECIAL PROJECT PROCEDURES
Page 10 of 11 ^"
1 EXHIBIT A
2 (To be printed on Contractor's Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT<TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
MR
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
am
om
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 WA
0135 13-11
SPECIAL PROJECT PROCEDURES
Page 11 of 11
EXHIBIT B
LL FORT WORTH
DOE NO.XXXX
project[lame:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
.CONTRACTOR
w
3 - - ----
'^ 4
ae
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
w
City Project No.100993
014523-1
TESTING AND INSPECTION SERVICES
Page 1 of 3
1 SECTION 0145 23
2 TESTING AND INSPECTION SERVICES
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Testing and inspection services procedures and coordination
® 7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 a. Contractor is responsible for performing,coordinating, and payment of all
17 Quality Control testing.
18 b. City is responsible for performing and payment for first set of Quality
19 Assurance testing.
... 20 1) If the first Quality Assurance test performed by the City fails, the
21 Contractor is responsible for payment of subsequent Quality Assurance
22 testing until a passing test occurs.
23 a) Final acceptance will not be issued by City until all required payments
24 for testing by Contractor have been paid in full.
25 1.3 REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Testing
28 1. Complete testing in accordance with the Contract Documents.
29 2. Coordination
30 a. When testing is required to be performed by the City, notify City, sufficiently
31 in advance,when testing is needed.
32 b. When testing is required to be completed by the Contractor, notify City,
33 sufficiently in advance,that testing will be performed
34 3. Distribution of Testing Reports
35 a. Electronic Distribution
36 1) Confirm development of Project directory for electronic submittals to be
37 uploaded to City's Buzzsaw site,or another external FTP site approved by
38 the City.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
.M. City Project No.100993
014523-2
TESTING AND INSPECTION SERVICES
Page 2 of 3
1 2) Upload test reports to designated project directory and notify appropriate
2 City representatives via email of submittal posting.
3 3) Hard Copies
4 a) 1 copy for all submittals submitted to the Project Representative
5 b. Hard Copy Distribution(if required in lieu of electronic distribution)
6 1) Tests performed by City
7 a) Distribute 1 hard copy to the Contractor
8 2) Tests performed by the Contractor
9 a) Distribute 3 hard copies to City's Project Representative
10 4. Provide City's Project Representative with trip tickets for each delivered load of
11 Concrete or Lime material including the following information:
12 a. Name of pit
13 b. Date of delivery
14 c. Material delivered
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] W.
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] -
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED] _.
26 PART 2- PRODUCTS [NOT USED]
27 PART 3- EXECUTION [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
014523-3
TESTING AND INSPECTION SERVICES
Page 3 of 3
1
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
'" City Project No.100993
015000-1
TEMPORARY FACILITIES AND CONTROLS
Page]of 4
1 SECTION 0150 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including,but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include,but are not necessarily limited to:
16 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
17 2. Division 1 —General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
-- 31 1) Included are fuel,power, light,heat and other utility services necessary for
32 execution,completion,testing and initial operation of Work.
33 2. Water
-r° 34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment,devices or other use as
36 required for the completion of the Work.
�. 37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City's Project Representatives.
39 c. Coordination
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 1) Contact City 1 week before water for construction is desired
2 d. Contractor Payment for Construction Water
3 1) Obtain construction water meter from City for payment as billed by City's
4 established rates.
5 3. Electricity and Lighting
6 a. Provide and pay for electric powered service as required for Work, including
7 testing of Work.
8 1) Provide power for lighting, operation of equipment,or other use.
9 b. Electric power service includes temporary power service or generator to
10 maintain operations during scheduled shutdown.
11 4. Telephone
12 a. Provide emergency telephone service at Site for use by Contractor personnel
13 and others performing work or furnishing services at Site.
14 5. Temporary Heat and Ventilation
15 a. Provide temporary heat as necessary for protection or completion of Work.
16 b. Provide temporary heat and ventilation to assure safe working conditions.
17 B. Sanitary Facilities
18 1. Provide and maintain sanitary facilities for persons on Site.
19 a. Comply with regulations of State and local departments of health.
20 2. Enforce use of sanitary facilities by construction personnel at job site.
21 a. Enclose and anchor sanitary facilities.
22 b. No discharge will be allowed from these facilities.
23 c. Collect and store sewage and waste so as not to cause nuisance or health
24 problem.
25 d. Haul sewage and waste off-site at no less than weekly intervals and properly
26 dispose in accordance with applicable regulation.
27 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
28 4. Remove facilities at completion of Project
29 C. Storage Sheds and Buildings
30 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor
31 above ground level for materials and equipment susceptible to weather damage.
32 2. Storage of materials not susceptible to weather damage may be on blocks off
33 ground.
34 3. Store materials in a neat and orderly manner.
35 a. Place materials and equipment to permit easy access for identification,
36 inspection and inventory.
37 4. Equip building with lockable doors and lighting, and provide electrical service for
38 equipment space heaters and heating or ventilation as necessary to provide storage
39 environments acceptable to specified manufacturers.
40 5. Fill and grade site for temporary structures to provide drainage away from ..
41 temporary and existing buildings.
42 6. Remove building from site prior to Final Acceptance.
43 D. Temporary Fencing
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015000-3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1 1. Provide and maintain for the duration or construction when required in contract
2 documents
3 E. Dust Control
4 1. Contractor is responsible for maintaining dust control through the duration of the
5 project.
6 a. Contractor remains on-call at all times
7 b. Must respond in a timely manner
8 F. Temporary Protection of Construction
9 1. Contractor or subcontractors are responsible for protecting Work from damage due
10 to weather.
11 1.5 SUBMITTALS [NOT USED]
12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
13 1.7 CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSURANCE [NOT USED]
... 16 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY [NOT USED]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EXECUTION[NOT USED]
21 3.1 INSTALLERS [NOT USED]
22 3.2 EXAMINATION [NOT USED]
23 3.3 PREPARATION [NOT USED]
24 3.4 INSTALLATION
25 A. Temporary Facilities
26 1. Maintain all temporary facilities for duration of construction activities as needed.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015000-4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 3.5 [REPAIR]/[RESTORATION]
2 3.6 RE-INSTALLATION
3 3.7 FIELD [OR]SITE QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP[NOT USED]
5 3.9 ADJUSTING[NOT USED]
6 3.10 CLEANING[NOT USED]
7 3.11 CLOSEOUT ACTIVITIES
8 A. Temporary Facilities
9 1. Remove all temporary facilities and restore area after completion of the Work,to a
10 condition equal to or better than prior to start of Work. --
11 3.12 PROTECTION [NOT USED]
12 3.13 MAINTENANCE[NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
Revision Log
DATE NAME SUMMARY OF CHANGE
16
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. 1.2 PRICE AND PAYMENT PROCEDURES-
12 Given the nature of this contract Street Use Permits will be paid for at the pre-
13 bid price of$100.00 each on an as needed basis.
14 C. Related Specification Sections include,but are not necessarily limited to:
15 1. Division 0-Bidding Requirements,Contract Forms and Conditions of the Contract
16 2. Division 1 -General Requirements
17 3. Section 34 71 13-Traffic Control
.� 18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item
22 1.3 REFERENCES
23 A. Reference Standards
24 1. Reference standards cited in this specification refer to the current reference standard
25 published at the time of the latest revision date logged at the end of this
26 specification,unless a date is specifically cited.
27 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
28 1.4 ADMINISTRATIVE REQUIREMENTS
29 A. Traffic Control
30 1. General
31 a. When traffic control plans are included in the Drawings,provide Traffic
32 Control in accordance with Drawings and Section 34 71 13.
33 b. When traffic control plans are not included in the Drawings,prepare traffic
34 control plans in accordance with Section 34 71 13 and submit to City for
35 review.
M- 36 1) Allow minimum 10 working days for review of proposed Traffic Control.
37 B. Street Use Permit
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
"" City Project No.100993
015526-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 1. Prior to installation of Traffic Control, a City Street Use Permit is required
2 a. To obtain Street Use Permit, submit Traffic Control Plans to City
3 Transportation and Public Works Department.
4 1) Allow a minimum of 5 working days for permit review.
5 2) Contractor's responsibility to coordinate review of Traffic Control plans for
6 Street Use Permit, such that construction is not delayed.
7 C. Modification to Approved Traffic Control
8 1. Prior to installation traffic control:
9 a. Submit revised traffic control plans to City Department Transportation and
10 Public Works Department.
11 1) Revise Traffic Control plans in accordance with Section 34 71 13.
12 2) Allow minimum 5 working days for review of revised Traffic Control.
13 3) It is the Contractor's responsibility to coordinate review of Traffic Control
14 plans for Street Use Permit, such that construction is not delayed.
15 D. Removal of Street Sign
16 1. If it is determined that a street sign must be removed for construction, then contact
17 City Transportation and Public Works Department, Signs and Markings Division to
18 remove the sign.
19 E. Temporary Signage
20 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting
21 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
22 Devices (MUTCD).
23 2. Install temporary sign before the removal of permanent sign.
24 3. When construction is complete,to the extent that the permanent sign can be
25 reinstalled,contact the City Transportation and Public Works Department, Signs
26 and Markings Division,to reinstall the permanent sign.
27 F. Traffic Control Standards
28 1. Traffic Control Standards can be found on the City's Buzzsaw website.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015526-3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
- 13
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
0157 13 1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
1 SECTION 015713
2 STORM WATER POLLUTION PREVENTION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0- Bidding Requirements,Contract Forms and Conditions of the
11 Contract
12 2. Division 1 -General Requirements
13 3. Section 3125 00-Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 3125 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality:TCEQ
^- 27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification,unless a date is specifically cited.
32 2. Integrated Storm Management(iSWM)Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015713-2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
1 1. Contractor is responsible for resolution and payment of any fines issued associated
2 with compliance to Stormwater Pollution Prevention Plan.
3 B. Construction Activities resulting in:
4 1. Less than 1 acre of disturbance
5 a. Provide erosion and sediment control in accordance with Section 3125 00 and
6 Drawings.
7 2. 1 to less than 5 acres of disturbance
8 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction
9 Permit is required
10 b. Complete SWPPP in accordance with TCEQ requirements
11 1) TCEQ Small Construction Site Notice Required under general permit --
12 TXR 150000
13 a) Sign and post at job site
14 b) Prior to Preconstruction Meeting, send 1 copy to City Department of --
15 Transportation and Public Works,Environmental Division, (817) 392-
16 6088.
17 2) Provide erosion and sediment control in accordance with:
18 a) Section 3125 00
19 b) The Drawings
20 c) TXR 150000 General Permit
21 d) SWPPP
22 e) TCEQ requirements
23 3. 5 acres or more-of Disturbance
24 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction
25 Permit is required
26 b. Complete SWPPP in accordance with TCEQ requirements
27 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee "
28 a) Sign and post at job site
29 b) Send copy to City Department of Transportation and Public Works,
30 Environmental Division, (817) 392-6088.
31 2) TCEQ Notice of Change required if making changes or updates to NOI
32 3) Provide erosion and sediment control in accordance with:
33 a) Section 3125 00
34 b) The Drawings
35 c) TXR 150000 General Permit
36 d) SWPPP
37 e) TCEQ requirements
38 4) Once the project has been completed and all the closeout requirements of
39 TCEQ have been met a TCEQ Notice of Termination can be submitted.
40 a) Send copy to City Department of Transportation and Public Works,
41 Environmental Division, (817) 392-6088.
42 1.5 SUBMITTALS _
43 A. SWPPP
44 1. Submit in accordance with Section 0133 00, except as stated herein.
45 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
46 as follows:
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993 ...
015713-3
STORM WATER POLLUTION PREVENTION
... Page 3 of 3
1 1) 1 copy to the City Project Manager
2 a) City Project Manager will forward to the City Department of
3 Transportation and Public Works,Environmental Division for review
4 B. Modified SWPPP
5 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City
6 in accordance with Section 0133 00.
7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
8 1.7 CLOSEOUT SUBMITTALS [NOT USED]
9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
10 1.9 QUALITY ASSURANCE [NOT USED]
11 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
12 1.11 FIELD [SITE] CONDITIONS [NOT USED]
.� 13 1.12 WARRANTY [NOT USED]
14 PART 2- PRODUCTS [NOT USED]
15 PART 3- EXECUTION [NOT USED]
16 END OF SECTION
_w. 17
Revision Log
DATE NAME SUMMARY OF CHANGE
18
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
1 SECTION 015813
2 TEMPORARY PROJECT SIGNAGE
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Temporary Project Signage Requirements
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item
�. 16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
.� 18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAL SUBMITTALS[NOT USED]
22 1.9 QUALITY ASSURANCE [NOT USED]
23 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
24 1.11 FIELD [SITE] CONDITIONS [NOT USED]
25 1.12 WARRANTY [NOT USED]
26 PART 2- PRODUCTS
27 2.1 OWNER-FURNISHED[ole]OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS
29 A. Design Criteria
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015813-2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3 ...
1 1. Provide free standing Project Designation Sign in accordance with City's Standard
2 Details for project signs. ...
3 B. Materials
4 1. Sign
5 a. Constructed of 3/-inch fir plywood, grade A-C(exterior)or better
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3- EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION [NOT USED]
12 3.4 INSTALLATION
13 A. General
14 1. Provide vertical installation at extents of project. —'
15 2. Relocate sign as needed,upon request of the City.
16 B. Mounting options
17 a. Skids
18 b. Posts
19 c. Barricade
20 3.5 REPAIR J RESTORATION [NOT USED]
21 3.6 RE-INSTALLATION [NOT USED]
22 3.7 FIELD[OR]SITE QUALITY CONTROL [NOT USED]
23 3.8 SYSTEM STARTUP[NOT USED]
24 3.9 ADJUSTING[NOT USED]
25 3.10 CLEANING[NOT USED] -
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION[NOT USED]
28 3.13 MAINTENANCE
29 A. General
30 1. Maintenance will include painting and repairs as needed or directed by the City.
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
33
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
015813-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
'" City Project No.100993
01 60 00-1
PRODUCT REQUIREMENTS
Page 1 of 2
1 SECTION 0160 00
2 PRODUCT REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. References for Product Requirements and City Standard Products List
" 7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT USED]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15 A. A list of City approved products for use is located on Buzzsaw as follows:
16 1. Resources\02-Construction Documents\.Standard Products List
17 B. Only products specifically included on City's Standard Product List in these Contract
18 Documents shall be allowed for use on the Project.
19 1. Any subsequently approved products will only be allowed for use upon specific
20 approval by the City.
21 C. Any specific product requirements in the Contract Documents supersede similar
22 products included on the City's Standard Product List.
23 1. The City reserves the right to not allow products to be used for certain projects even
24 though the product is listed on the City's Standard Product List.
25 D. Although a specific product is included on City's Standard Product List, not all
�. 26 products from that manufacturer are approved for use,including but not limited to,that
27 manufacturer's standard product.
28 E. See Section 0133 00 for submittal requirements of Product Data included on City's
.. 29 Standard Product List.
30 1.5 SUBMITTALS [NOT USED]
., 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
016000-2
PRODUCT REQUIREMENTS
Page 2 of 2
1 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D.Johnson Modified Location of City's Standard Product List
8
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 ,.
016600-1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of
1 SECTION 0166 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include,but are not necessarily limited to:
14 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
15 2. Division 1 —General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
.— 30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
�` City Project No.100993
016600-2
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4 .�
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or �.
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer,item and installation
5 location. ,..
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer's recommendations and instructions.
10 C. Storage Requirements
11 1. Store materials in accordance with manufacturer's recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials and equipment. --
14 a. Place loose soil materials and materials to be incorporated into Work to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors,public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and �»
23 equipment as shown on Drawings,or approved by City's Project Representative.
24 5. Provide off-site storage and protection when on-site storage is not adequate.
25 a. Provide addresses of and access to off-site storage locations for inspection by --
26 City's Project Representative.
27 6. Do not use lawns,grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers' unopened containers.
30 8. Neatly,safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and general public
32 and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35 satisfaction of City's Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet,unless otherwise approved in writing by City's
38 Project Representative.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
016600-3
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR/RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 FIELD [OR]SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
-- 14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged,used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP[NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING[NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE[NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
" City Project No.100993
016600-4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017000-1
MOBILIZATION AND REMOBILIZATION
Pagel of 4
® 1 SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
! 3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Mobilization and Demobilization
7 a. Mobilization
8 1) Transportation of Contractor's personnel, equipment, and operating supplies
9 to the Site
10 2) Establishment of necessary general facilities for the Contractor's operation
11 at the Site
12 3) Premiums paid for performance and payment bonds
13 4) Transportation of Contractor's personnel,equipment, and operating supplies
14 to another location within the designated Site
15 5) Relocation of necessary general facilities for the Contractor's operation
16 from 1 location to another location on the Site.
17 b. Demobilization
18 1) Transportation of Contractor's personnel,equipment, and operating supplies
19 away from the Site including disassembly
.. 20 2) Site Clean-up
21 3) Removal of all buildings and/or other facilities assembled at the Site for this
22 Contract
23 c. Mobilization and Demobilization do not include activities for specific items of
24 work that are for which payment is provided elsewhere in the contract.
25 2. Remobilization
26 a. Remobilization for Suspension of Work specifically required in the Contract
27 Documents or as required by City includes:
28 1) Demobilization
29 a) Transportation of Contractor's personnel,equipment, and operating
30 supplies from the Site including disassembly or temporarily securing
31 equipment, supplies, and other facilities as designated by the Contract
32 Documents necessary to suspend the Work.
33 b) Site Clean-up as designated in the Contract Documents
34 2) Remobilization
35 a) Transportation of Contractor's personnel,equipment, and operating
36 supplies to the Site necessary to resume the Work.
37 b) Establishment of necessary general facilities for the Contractor's
38 operation at the Site necessary to resume the Work.
.. 39 3) No Payments will be made for:
40 a) Mobilization and Demobilization from one location to another on the
41 Site in the normal progress of performing the Work.
42 b) Stand-by or idle time
43 c) Lost profits
44 3. Mobilizations and Demobilization for Miscellaneous Projects
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2016 RELOCATIONS CONTRACT 2017
"" City Project No.100993
017000-2
MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1 a. Mobilization and Demobilization
2 1) Mobilization shall consist of the activities and cost on a Work Order basis
3 necessary for:
4 a) Transportation of Contractor's personnel,equipment, and operating
5 supplies to the Site for the issued Work Order.
6 b) Establishment of necessary general facilities for the Contractor's
7 operation at the Site for the issued Work Order
8 2) Demobilization shall consist of the activities and cost necessary for:
9 a) Transportation of Contractor's personnel,equipment, and operating —'
10 supplies from the Site including disassembly for each issued Work
11 Order
12 b) Site Clean-up for each issued Work Order
13 c) Removal of all buildings or other facilities assembled at the Site for
14 each Work Oder
15 b. Mobilization and Demobilization do not include activities for specific items of
16 work for which payment is provided elsewhere in the contract.
17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
18 a. A Mobilization for Miscellaneous Projects when directed by the City and the --
19 mobilization occurs within 24 hours of the issuance of the Work Order.
20 B. Deviations from this City of Fort Worth Standard Specification
21 1. None.
22 C. Related Specification Sections include,but are not necessarily limited to:
23 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the
24 Contract
25 2. Division 1 —General Requirements
26 1.2 PRICE AND PAYMENT PROCEDURES
27 A. Measurement and Payment [Consult City Department/Division for direction on if
28 Mobilization pay item to be included or the item should be subsidiary. Include the -�
29 appropriate Section 1.2 A. 1.]
30 1. Mobilization and Demobilization
31 a. Measure -w
32 1) This Item is considered subsidiary to the various Items bid.
33 b. Payment
34 1) The work performed and materials furnished in accordance with this Item
35 are subsidiary to the various Items bid and no other compensation will be
36 allowed.
37 2. Remobilization for suspension of Work as specifically required in the Contract
38 Documents
39 a. Measurement
40 1) Measurement for this Item shall be per each remobilization performed.
41 b. Payment
42 1) The work performed and materials furnished in accordance with this Item
43 and measured as provided under"Measurement"will be paid for at the unit
44 price per each"Specified Remobilization"in accordance with Contract
45 Documents.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2016 RELOCATIONS CONTRACT 2017
City Project No.100993
017000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 4
1 c. The price shall include:
2 1) Demobilization as described in Section 1.1.A.2.a.1)
3 2) Remobilization as described in Section 1.1.A.2.a.2)
4 d. No payments will be made for standby, idle time, or lost profits associated this
5 Item
6 3. Remobilization for suspension of Work as required by City
7 a. Measurement and Payment
8 1) This shall be submitted as a Contract Claim in accordance with Article 10
9 of Section 00 72 00.
10 2) No payments will be made for standby, idle time, or lost profits associated
11 with this Item.
` 12 4. Mobilizations and Demobilizations for Miscellaneous Projects
13 a. Measurement
14 1) Measurement for this Item shall be for each Mobilization and
15 Demobilization required by the Contract Documents
16 b. Payment
17 1) The Work performed and materials furnished in accordance with this Item
— 18 and measured as provided under"Measurement" will be paid for at the unit
19 price per each"Work Order Mobilization'in accordance with Contract
20 Documents. Demobilization shall be considered subsidiary to mobilization
21 and shall not be paid for separately.
22 c. The price shall include:
23 1) Mobilization as described in Section 1.1.A.3.a.1)
24 2) Demobilization as described in Section 1.1.A.3.a.2)
25 d. No payments will be made for standby, idle time, or lost profits associated this
26 Item.
27 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
28 a. Measurement
29 1) Measurement for this Item shall be for each Mobilization and
30 Demobilization required by the Contract Documents
31 b. Payment
32 1) The Work performed and materials furnished in accordance with this Item
33 and measured as provided under"Measurement"will be paid for at the unit
34 price per each"Work Order Emergency Mobilization'in accordance with
35 Contract Documents. Demobilization shall be considered subsidiary to
36 mobilization and shall not be paid for separately.
37 c. The price shall include
38 1) Mobilization as described in Section 1.1.A.4.a)
39 2) Demobilization as described in Section 1.1.A.3.a.2)
40 d. No payments will be made for standby,idle time, or lost profits associated this
41 Item.
42 1.3 REFERENCES [NOT USED]
43 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
44 1.5 SUBMITTALS [NOT USED]
45 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2016 RELOCATIONS CONTRACT 2017
City Project No.100993
017000-4
MOBILIZATION AND REMOBII.IZATION
Page 4 of 4
1 1.7 CLOSEOUT SUBMITTALS [NOT USED]
2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
3 1.9 QUALITY ASSURANCE [NOT USED]
4 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
5 1.11 FIELD [SITE] CONDITIONS [NOT USED]
6 1.12 WARRANTY [NOT USED]
7 PART 2- PRODUCTS [NOT USED]
8 PART 3- EXECUTION[NOT USED] --
9 END OF SECTION
10
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to
make specification flexible for either subsidiary or paid bid item for Mobilization.
11
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2016 RELOCATIONS CONTRACT 2017
City Project No.100993
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 5
1 SECTION 017123
2 CONSTRUCTION STAKING AND SURVEY
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Requirements for construction staking and construction survey
•. 7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Construction Staking
15 a. Measurement
16 1) This Item is considered subsidiary to the various Items bid.
17 b. Payment
18 1) The work performed and the materials furnished in accordance with this
19 Item are subsidiary to the various Items bid and no other compensation will
20 be allowed.
21 2. Construction Survey
22 a. Measurement
23 1) This Item is considered subsidiary to the various Items bid.
24 b. Payment
25 1) The work performed and the materials furnished in accordance with this
26 Item are subsidiary to the various Items bid and no other compensation will
27 be allowed.
28 1.3 REFERENCES [NOT USED]
29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
30 1.5 SUBMITTALS
31 A. Submittals,if required, shall be in accordance with Section 0133 00.
32 B. All submittals shall be approved by the City prior to delivery.
33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
34 A. Certificates
-- 35 1. Provide certificate certifying that elevations and locations of improvements are in
36 conformance or non-conformance with requirements of the Contract Documents.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
Im
017123-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 5 ■.
1 a. Certificate must be sealed by a registered professional land surveyor in the
2 State of Texas.
3 B. Field Quality Control Submittals
4 1. Documentation verifying accuracy of field engineering work.
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE
8 A. Construction Staking
9 1. Construction staking will be performed by the City.
10 2. Coordination
11 a. Contact City's Project Representative at least 2 weeks in advance for
12 scheduling of Construction Staking.
13 b. It is the Contractor's responsibility to coordinate staking such that construction
14 activities are not delayed or negatively impacted.
15 3. General
16 a. Contractor is responsible for preserving and maintaining stakes furnished by
17 City.
18 b. If in the opinion of the City, a sufficient number of stakes or markings have
19 been lost,destroyed or disturbed,by Contractor's neglect, such that the
20 contracted Work cannot take place,then the Contractor will be required to pay
21 the City for new staking with a 25 percent markup. The cost for staking will be +�
22 deducted from the payment due to the Contractor for the Project.
23 B. Construction Survey
24 1. Construction Survey will be performed by the City. ..
25 2. Coordination
26 a. Contractor to verify that control data established in the design survey remains
27 intact.
28 b. Coordinate with the City prior to field investigation to determine which
29 horizontal and vertical control data will be required for construction survey.
30 c. It is the Contractor's responsibility to coordinate Construction Survey such that
31 construction activities are not delayed or negatively impacted.
32 d. Notify City if any control data needs to be restored or replaced due to damage
33 caused during construction operations.
34 1) City shall perform replacements and/or restorations.
35 3. General
36 a. Construction survey will be performed in order to maintain complete and
37 accurate logs of control and survey work as it progresses for Project Records.
38 b. The Contractor will need to ensure coordination is maintained with the City to
39 perform construction survey to obtain construction features,including but not --
40 limited to the following:
41 1) All Utility Lines
42 a) Rim and flowline elevations and coordinates for each manhole or ,
43 junction structure
44 2) Water Lines
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 5
1 a) Top of pipe elevations and coordinates for waterlines at the following
2 locations:
i 3 (1) Every 250 linear feet
4 (2) Horizontal and vertical points of inflection, curvature, etc. (All
5 Fittings)
' 6 (3) Cathodic protection test stations
7 (4) Sampling stations
8 (5) Meter boxes/vaults(All sizes)
9 (6) Fire lines
10 (7) Fire hydrants
11 (8) Gate valves
12 (9) Plugs, stubouts,dead-end lines
13 (10) Air Release valves(Manhole rim and vent pipe)
14 (11) Blow off valves (Manhole rim and valve lid)
15 (12) Pressure plane valves
16 (13) Cleaning wyes
17 (14) Casing pipe(each end)
18 b) Storm Sewer
19 (1) Top of pipe elevations and coordinates at the following locations:
20 (a) Every 250 linear feet
21 (b) Horizontal and vertical points of inflection,curvature,etc.
22 c) Sanitary Sewer
23 (1) Top of pipe elevations and coordinates for sanitary sewer lines at
24 the following locations:
-- 25 (a) Every 250 linear feet
26 (b) Horizontal and vertical points of inflection,curvature,etc.
27 (c) Cleanouts
28 c. Construction survey will be performed in order to maintain complete and
29 accurate logs of control and survey work associated with meeting or exceeding
30 the line and grade required by these Specifications.
31 d. The Contractor will need to ensure coordination is maintained with the City to
32 perform construction survey and to verify control data,including but not
33 limited to the following:
34 1) Established benchmarks and control points provided for the Contractor's
35 use are accurate
36 2) Benchmarks were used to furnish and maintain all reference lines and
37 grades for tunneling
38 3) Lines and grades were used to establish the location of the pipe
39 4) Submit to the City copies of field notes used to establish all lines and
40 grades and allow the City to check guidance system setup prior to
41 beginning each tunneling drive.
42 5) Provide access for the City to verify the guidance system and the line and
43 grade of the carrier pipe on a daily basis.
44 6) The Contractor remains fully responsible for the accuracy of the work and
45 the correction of it, as required
46 7) Monitor line and grade continuously during construction.
47 8) Record deviation with respect to design line and grade once at each pipe
48 joint and submit daily records to City.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
017123-4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 5 --
1 9) If the installation does not meet the specified tolerances, immediately notify
2 the City and correct the installation in accordance with the Contract
3 Documents.
4 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
5 1.11 FIELD [SITE] CONDITIONS [NOT USED]
6 1.12 WARRANTY [NOT USED]
7 PART 2- PRODUCTS [NOT USED]
8 PART 3- EXECUTION
9 3.1 INSTALLERS [NOT USED] .
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION [NOT USED]
12 3.4 APPLICATION
13 3.5 REPAIR/RESTORATION[NOT USED]
14 3.6 RE-INSTALLATION[NOT USED]
15 3.7 FIELD [OR]SITE QUALITY CONTROL
16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
17 City in accordance with this Specification.
18 B. Do not change or relocate stakes or control data without approval from the City.
19 3.8 SYSTEM STARTUP[NOT USED] .
20 3.9 ADJUSTING [NOT USED]
21 3.10 CLEANING [NOT USED]
22 3.11 CLOSEOUT ACTIVITIES [NOT USED]
23 3.12 PROTECTION [NOT USED]
24 3.13 MAINTENANCE [NOT USED]
25 3.14 ATTACHMENTS [NOT USED]
26 END OF SECTION
27
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 5
8/31/2012 D.Johnson
1
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
017423-1
CLEANING
Page 1 of 4
1 SECTION 0174 23
2 CLEANING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include,but are not necessarily limited to:
11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
.. 12 2. Division 1 —General Requirements
13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
-- 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
-- 24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 STORAGE,AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017423-2
CLEANING
Page 2 of 4
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS
4 2.1 OWNER-FURNISHED[OR]OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3- EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR/RESTORATION[NOT USED]
19 3.6 RE-INSTALLATION[NOT USED]
20 3.7 FIELD [OR]SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP[NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General mm
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017423-3
CLEANING
^" Page 3 of 4
1 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
2 alternate manner approved by City and regulatory agencies.
3 6. Handle materials in a controlled manner with as few handlings as possible.
4 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
. 5 this project.
6 8. Remove all signs of temporary construction and activities incidental to construction
7 of required permanent Work.
•" 8 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to
9 have the cleaning completed at the expense of the Contractor.
10 10. Do not burn on-site.
11 B. Intermediate Cleaning during Construction
12 1. Keep Work areas clean so as not to hinder health, safety or convenience of
13 personnel in existing facility operations.
14 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish.
15 3. Confine construction debris daily in strategically located container(s):
16 a. Cover to prevent blowing by wind
17 b. Store debris away from construction or operational activities
18 c. Haul from site at a minimum of once per week
—» 19 4. Vacuum clean interior areas when ready to receive finish painting.
20 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
21 5. Prior to storm events,thoroughly clean site of all loose or unsecured items, which
22 may become airborne or transported by flowing water during the storm.
23 C. Interior Final Cleaning
24 1. Remove grease, mastic, adhesives,dust,dirt, stains,fingerprints, labels and other
25 foreign materials from sight-exposed surfaces.
26 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
.. 27 3. Wash and shine glazing and mirrors.
28 4. Polish glossy surfaces to a clear shine.
29 5. Ventilating systems
^� 30 a. Clean permanent filters and replace disposable filters if units were operated
31 during construction.
32 b. Clean ducts,blowers and coils if units were operated without filters during
.� 33 construction.
34 6. Replace all burned out lamps.
35 7. Broom clean process area floors.
36 8. Mop office and control room floors.
37 D. Exterior(Site or Right of Way)Final Cleaning
38 1. Remove trash and debris containers from site.
39 a. Re-seed areas disturbed by location of trash and debris containers in accordance
40 with Section 32 92 13.
41 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object
42 that may hinder or disrupt the flow of traffic along the roadway.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017423-4
CLEANING
Page 4 of 4
1 3. Clean any interior areas including,but not limited to,vaults,manholes, structures,
2 junction boxes and inlets.
3 4. If no longer required for maintenance of erosion facilities,and upon approval by
4 City,remove erosion control from site.
5 5. Clean signs,lights, signals,etc.
6 3.11 CLOSEOUT ACTIVITIES [NOT USED]
7 3.12 PROTECTION [NOT USED] .,--
8 3.13 MAINTENANCE [NOT USED]
9 3.14 ATTACHMENTS [NOT USED]
10 END OF SECTION
11
Revision Log
DATE NAME SUMMARY OF CHANGE
12
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017719-1
CLOSEOUT REQUIREMENTS
Page 1 of 3
1 SECTION 017719
2 CLOSEOUT REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include,but are not necessarily limited to:
10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 —General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A- Measurement and Payment
�. 14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A- Guarantees,Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees,bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
~" 24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
^^ 26 A- Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
"� City Project No.100993
017719-2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 0178 39
11 2. Operation and Maintenance Data,if required, in accordance with Section 0178 23
12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning,provide notice to the City Project Representative that the Work -�
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection,the City will notify the Contractor, in ,.
19 writing within 10 business days,of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City,immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written ..
25 notice, inform the City,that the required Work has been completed. Upon receipt
26 of this notice,the City, in the presence of the Contractor,will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include,but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017719-3
CLOSEOUT REQUIREMENTS
— Page 3 of 3
1 D. Notice of Project Completion
.,, 2 1. Once the City Project Representative finds the Work subsequent to Final Inspection
3 to be satisfactory, the City will issue a Notice of Project Completion(Green Sheet).
4 E. Supporting Documentation
5 1. Coordinate with the City Project Representative to complete the following
6 additional forms:
7 a. Final Payment Request
8 b. Statement of Contract Time
9 c. Affidavit of Payment and Release of Liens
10 d. Consent of Surety to Final Payment
... 11 e. Pipe Report(if required)
12 f. Contractor's Evaluation of City
13 g. Performance Evaluation of Contractor
14 F. Letter of Final Acceptance
15 1. Upon review and acceptance of Notice of Project Completion and Supporting
16 Documentation, in accordance with General Conditions,City will issue Letter of
17 Final Acceptance and release the Final Payment Request for payment.
18 3.5 REPAIR/RESTORATION[NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD[OR]SITE QUALITY CONTROL [NOT USED]
�. 21 3.8 SYSTEM STARTUP[NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING [NOT USED]
24 3.11 CLOSEOUT ACTIVITIES [NOT USED]
25 3.12 PROTECTION[NOT USED]
26 3.13 MAINTENANCE [NOT USED]
27 3.14 ATTACHMENTS [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CrrY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
#" City Project No.100993
017823-1
OPERATION AND MAINTENANCE DATA
- Page 1 of 5
1 SECTION 0178 23
2 OPERATION AND MAINTENANCE DATA
3 PART1 - GENERAL
4 1.1 SUMMARY
.. 5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include,but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include,but are not necessarily limited to:
.. 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
16 2. Division 1 —General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
-» 20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 0133 00 . All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 81h inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white,for typed pages
36 2) Holes reinforced with plastic,cloth or metal
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
""" City Project No.100993
017823-2
OPERATION AND MAINTENANCE DATA
Page 2 of 5
1 c. Text: Manufacturer's printed data,or neatly typewritten
2 d. Drawings
3 1) Provide reinforced punched binder tab,bind in with text
4 2) Reduce larger drawings and fold to size of text pages.
5 e. Provide fly-leaf for each separate product,or each piece of operating
6 equipment.
7 1) Provide typed description of product, and major component parts of
8 equipment.
9 2) Provide indexed tabs.
10 f. Cover
11 1) Identify each volume with typed or printed title "OPERATING AND
12 MAINTENANCE INSTRUCTIONS".
13 2) List:
14 a) Title of Project
15 b) Identity of separate structure as applicable ..
16 c) Identity of general subject matter covered in the manual
17 3. Binders
18 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
19 b. When multiple binders are used,correlate the data into related consistent
20 groupings.
21 4. If available,provide an electronic form of the O&M Manual.
22 B. Manual Content
23 1. Neatly typewritten table of contents for each volume, arranged in systematic order
24 a. Contractor,name of responsible principal, address and telephone number
25 b. A list of each product required to be included, indexed to content of the volume
26 c. List, with each product:
27 1) The name, address and telephone number of the subcontractor or installer
28 2) A list of each product required to be included, indexed to content of the
29 volume
30 3) Identify area of responsibility of each �^
31 4) Local source of supply for parts and replacement
32 d. Identify each product by product name and other identifying symbols as set
33 forth in Contract Documents.
34 2. Product Data
35 a. Include only those sheets which are pertinent to the specific product.
36 b. Annotate each sheet to: �-
37 1) Clearly identify specific product or part installed
38 2) Clearly identify data applicable to installation
39 3) Delete references to inapplicable information
40 3. Drawings
41 a. Supplement product data with drawings as necessary to clearly illustrate:
42 1) Relations of component parts of equipment and systems
43 2) Control and flow diagrams
44 b. Coordinate drawings with information in Project Record Documents to assure
45 correct illustration of completed installation.
46 c. Do not use Project Record Drawings as maintenance drawings.
47 4. Written text, as required to supplement product data for the particular installation:
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
017823-3
OPERATION AND MAINTENANCE DATA
Page 3 of 5
1 a. Organize in consistent format under separate headings for different procedures.
2 b. Provide logical sequence of instructions of each procedure.
3 5. Copy of each warranty, bond and service contract issued
4 a. Provide information sheet for City personnel giving:
5 1) Proper procedures in event of failure
6 2) Instances which might affect validity of warranties or bonds
7 C. Manual for Materials and Finishes
.A 8 1. Submit 5 copies of complete manual in final form.
9 2. Content, for architectural products,applied materials and finishes:
10 a. Manufacturer's data,giving full information on products
11 1) Catalog number, size,composition
12 2) Color and texture designations
13 3) Information required for reordering special manufactured products
14 b. Instructions for care and maintenance
15 1) Manufacturer's recommendation for types of cleaning agents and methods
16 2) Cautions against cleaning agents and methods which are detrimental to
.. 17 product
18 3) Recommended schedule for cleaning and maintenance
19 3. Content, for moisture protection and weather exposure products:
.. 20 a. Manufacturer's data,giving full information on products
21 1) Applicable standards
22 2) Chemical composition
23 3) Details of installation
24 b. Instructions for inspection,maintenance and repair
25 D. Manual for Equipment and Systems
.r 26 1. Submit 5 copies of complete manual in final form.
27 2. Content,for each unit of equipment and system, as appropriate:
28 a. Description of unit and component parts
-� 29 1) Function, normal operating characteristics and limiting conditions
30 2) Performance curves,engineering data and tests
31 3) Complete nomenclature and commercial number of replaceable parts
—. 32 b. Operating procedures
33 1) Start-up,break-in,routine and normal operating instructions
34 2) Regulation, control, stopping, shut-down and emergency instructions
35 3) Summer and winter operating instructions
36 4) Special operating instructions
37 c. Maintenance procedures
38 1) Routine operations
39 2) Guide to "trouble shooting"
40 3) Disassembly,repair and reassembly
41 4) Alignment, adjusting and checking
42 d. Servicing and lubrication schedule
43 1) List of lubricants required
44 e. Manufacturer's printed operating and maintenance instructions
45 f. Description of sequence of operation by control manufacturer
46 1) Predicted life of parts subject to wear
47 2) Items recommended to be stocked as spare parts
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
017823-4
OPERATION AND MAINTENANCE DATA
Page 4 of 5
1 g. As installed control diagrams by controls manufacturer
2 h. Each contractor's coordination drawings
3 1) As installed color coded piping diagrams
4 i. Charts of valve tag numbers, with location and function of each valve
5 j. List of original manufacturer's spare parts,manufacturer's current prices, and
6 recommended quantities to be maintained in storage
7 k. Other data as required under pertinent Sections of Specifications
8 3. Content, for each electric and electronic system, as appropriate:
9 a. Description of system and component parts
10 1) Function,normal operating characteristics, and limiting conditions
11 2) Performance curves,engineering data and tests
12 3) Complete nomenclature and commercial number of replaceable parts
13 b. Circuit directories of panelboards
14 1) Electrical service
15 2) Controls
16 3) Communications
17 c. As installed color coded wiring diagrams
18 d. Operating procedures --
19 1) Routine and normal operating instructions
20 2) Sequences required
21 3) Special operating instructions
22 e. Maintenance procedures
23 1) Routine operations
24 2) Guide to "trouble shooting"
25 3) Disassembly,repair and reassembly
26 4) Adjustment and checking
27 f. Manufacturer's printed operating and maintenance instructions
28 g. List of original manufacturer's spare parts,manufacturer's current prices,and
29 recommended quantities to be maintained in storage
30 h. Other data as required under pertinent Sections of Specifications
31 4. Prepare and include additional data when the need for such data becomes apparent
32 during instruction of City's personnel.
33 1.7 CLOSEOUT SUBMITTALS [NOT USED]
34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
35 1.9 QUALITY ASSURANCE
36 A. Provide operation and maintenance data by personnel with the following criteria:
37 1. Trained and experienced in maintenance and operation of described products
38 2. Skilled as technical writer to the extent required to communicate essential data
39 3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 ...
017823-5
OPERATION AND MAINTENANCE DATA
Page 5 of 5
1 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED]
m` 2 1.11 FIELD[SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson 1.5.A.1—title of section removed
8
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
017839-1
PROJECT RECORD DOCUMENTS
Page 1 of 5
1 SECTION 0178 39
2 PROJECT RECORD DOCUMENTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
M 10 c. Sanitary Sewer Service Reports
11 d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 —General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents,making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017839-2
PROJECT RECORD DOCUMENTS
Page 2 of 5
1 2. Accuracy of records shall be such that future search for items shown in the Contract
2 Documents may rely reasonably on information obtained from the approved Project
3 Record Documents.
4 3. To facilitate accuracy of records,make entries within 24 hours after receipt of
5 information that the change has occurred.
6 4. Provide factual information regarding all aspects of the Work,both concealed and
7 visible,to enable future modification of the Work to proceed without lengthy and
8 expensive site measurement, investigation and examination.
9 1.10 STORAGE AND HANDLING
10 A. Storage and Handling Requirements ,..
11 1. Maintain the job set of Record Documents completely protected from deterioration
12 and from loss and damage until completion of the Work and transfer of all recorded
13 data to the final Project Record Documents.
14 2. In the event of loss of recorded data,use means necessary to again secure the data
15 to the City's approval.
16 a. In such case,provide replacements to the standards originally required by the �.
17 Contract Documents.
18 1.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT USED]
20 PART 2- PRODUCTS
21 2.1 OWNER-FURNISHED[OR]OWNER-SUPPLIED PRODUCTS [NOT USED]
22 2.2 RECORD DOCUMENTS
23 A. Job set
24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
25 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
26 B. Final Record Documents
27 1. At a time nearing the completion of the Work and prior to Final Inspection,provide
28 the City 1 complete set of all Final Record Drawings in the Contract.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017839-3
PROJECT RECORD DOCUMENTS
Page 3 of 5
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3- EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION [NOT USED]
7 3.4 MAINTENANCE DOCUMENTS
8 A. Maintenance of Job Set
9 1. Immediately upon receipt of the job set, identify each of the Documents with the
10 title, "RECORD DOCUMENTS -JOB SET".
11 2. Preservation
12 a. Considering the Contract completion time,the probable number of occasions
13 upon which the job set must be taken out for new entries and for examination,
14 and the conditions under which these activities will be performed, devise a
15 suitable method for protecting the job set.
16 b. Do not use the job set for any purpose except entry of new data and for review
17 by the City,until start of transfer of data to final Project Record Documents.
18 c. Maintain the job set at the site of work.
19 3. Coordination with Construction Survey
20 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23,
21 clearly mark any deviations from Contract Documents associated with
22 installation of the infrastructure.
23 4. Making entries on Drawings
24 a. Record any deviations from Contract Documents.
25 b. Use an erasable colored pencil(not ink or indelible pencil),clearly describe the
26 change by graphic line and note as required.
27 c. Date all entries.
28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
29 e. In the event of overlapping changes,use different colors for the overlapping
30 changes.
31 5. Conversion of schematic layouts
32 a. In some cases on the Drawings, arrangements of conduits,circuits,piping,
.. 33 ducts, and similar items, are shown schematically and are not intended to
34 portray precise physical layout.
35 1) Final physical arrangement is determined by the Contractor, subject to the
36 City's approval.
37 2) However,design of future modifications of the facility may require
38 accurate information as to the final physical layout of items which are
39 shown only schematically on the Drawings.
40 b. Show on the job set of Record Drawings,by dimension accurate to within 1
41 inch,the centerline of each run of items.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017839-4
PROJECT RECORD DOCUMENTS
Page 4 of 5
1 1) Final physical arrangement is determined by the Contractor, subject to the
2 City's approval.
3 2) Show,by symbol or note,the vertical location of the Item("under slab", "in
4 ceiling plenum", "exposed", and the like).
5 3) Make all identification sufficiently descriptive that it may be related
6 reliably to the Specifications.
7 c. The City may waive the requirements for conversion of schematic layouts
8 where, in the City's judgment,conversion serves no useful purpose. However,
9 do not rely upon waivers being issued except as specifically issued in writing
10 by the City.
11 B. Final Project Record Documents
12 1. Transfer of data to Drawings
13 a. Carefully transfer change data shown on the job set of Record Drawings to the
14 corresponding final documents,coordinating the changes as required.
15 b. Clearly indicate at each affected detail and other Drawing a full description of
16 changes made during construction,and the actual location of items.
17 c. Call attention to each entry by drawing a "cloud" around the area or areas
18 affected.
19 d. Make changes neatly,consistently and with the proper media to assure
20 longevity and clear reproduction.
21 2. Transfer of data to other Documents
22 a. If the Documents, other than Drawings,have been kept clean during progress of
23 the Work, and if entries thereon have been orderly to the approval of the City,
24 the job set of those Documents,other than Drawings, will be accepted as final
25 Record Documents.
26 b. If any such Document is not so approved by the City, secure a new copy of that
27 Document from the City at the City's usual charge for reproduction and -
28 handling, and carefully transfer the change data to the new copy to the approval
29 of the City.
30 3.5 REPAIR/RESTORATION[NOT USED]
31 3.6 RE-INSTALLATION [NOT USED]
32 3.7 FIELD[oR]SITE QUALITY CONTROL [NOT USED]
33 3.8 SYSTEM STARTUP[NOT USED]
34 3.9 ADJUSTING[NOT USED]
35 3.10 CLEANING[NOT USED]
36 3.11 CLOSEOUT ACTIVITIES [NOT USED]
37 3.12 PROTECTION [NOT USED]
38 3.13 MAINTENANCE[NOT USED]
39 3.14 ATTACHMENTS [NOT USED]
40 END OF SECTION
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
017839-5
PROJECT RECORD DOCUMENTS
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
0241 14-1
UTILITY REMOVAI/ABANDONMENT
Page 1 of 17
1 OSECTION 02 4114
2 UTILITY REMOVAL/ABANDONMENT
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Direction for the removal,abandonment or salvaging of the following utilities:
7 a. Cathodic Protection Test Stations
8 b. Water Lines
9 c. Gate Valves
10 d. Water Valves
11 e. Fire Hydrants
12 f. Water Meters and Meter Box
13 g. Water Sampling Station
14 h. Concrete Water Vaults
15 i. Sanitary Sewer Lines
16 j. Sanitary Sewer Manholes
17 k. Sanitary Sewer Junction Boxes
18 1. Storm Sewer Lines
19 m. Storm Sewer Manhole Risers
20 n. Storm Sewer Junction Boxes
21 o. Storm Sewer Inlets
22 p. Box Culverts
23 q. Headwalls and Safety End Treatments
24 r. Trench Drains
25 B. Deviations from this City of Fort Worth Standard Specification
26 1. CONCRETE WATER VAULT REMOVAL
27 Measurement and Payment for this Bid Item is for Large Concrete Vaults.No
28 payment will be made for small concrete water meter vaults(boxes) housing 2-
29 inch and smaller water meters.
30 2. SECTION 3.4 REMOVAL,SALVAGE AND ABANDONMENT
31 B.Water Lines and Appurtenances
32 5.Should read"Water Valve Abandonment"
33 6. Water Valve Removal and Salvage
34 e.Do not Fill,Valve is removed
35 C. Related Specification Sections include,but are not necessarily limited to:
36 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
37 2. Division 1 —General Requirements
38 3. Section 03 34 13—Controlled Low Strength Material(CLSM)
39 4. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill
40 5. Section 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
024114-2
UTILITY REMOVAIJABANDONMENT
Page 2 of 17
1 6. Section 33 11 11 —Ductile Iron Fittings
2 7. Section 33 11 13—Concrete Pressure Pipe, Bar-wrapped, Steel Cylinder Type
3 8. Section 33 11 14—Buried Steel Pipe and Fittings
4 9. Section 33 12 25 —Connection to Existing Water Mains
5 1.2 PRICE AND PAYMENT PROCEDURES I
6 A. Utility Lines
7 1. Abandonment of Utility Line by Grouting
8 a. Measurement
9 1) Measurement for this Item shall be per cubic yard of existing utility line to
10 be grouted. Measure by tickets showing cubic yards of gout applied.
11 b. Payment
12 1) The work performed and materials furnished in accordance with this Item
13 and measured as provided under"Measurement"shall be paid for at the unit
14 price per cubic yard of"Line Grouting"for:
15 a) Various types of utility line
16 c. The price bid shall include:
17 1) Low density cellular grout or CLSM
18 2) Water
19 3) Pavement removal R
20 4) Excavation
21 5) Hauling
22 6) Disposal of excess materials
23 7) Furnishing,placement and compaction of backfill
24 8) Clean-up
25 2. Utility Line Removal, Separate Trench
26 a. Measurement
27 1) Measurement for this Item shall be per linear foot of existing utility line to
28 be removed.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 and measured as provided under"Measurement"shall be paid for at the unit
32 price bid per linear foot of"Remove Line"for:
33 a) Various types of existing utility line
34 b) Various sizes
35 c. The price bid shall include: -
36 1) Removal and disposal of existing utility pipe
37 2) Pavement removal
38 3) Excavation .
39 4) Hauling
40 5) Disposal of excess materials
41 6) Furnishing,placement and compaction of backfill
42 7) Clean-up
43 3. Utility Line Removal, Same Trench
44 a. Measurement
45 1) This Item is considered subsidiary the proposed utility line being installed.
46 b. Payment
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
0241 14-3
UTILITY REMOVAUABANDONMENT
^ Page 3 of 17
1 1) The work performed and materials furnished in accordance with this Item
2 are subsidiary to the installation of proposed utility pipe and shall be
�. 3 subsidiary to the unit price bid per linear foot of pipe complete in place, and
4 no other compensation will be allowed.
�. 5 4. Manhole Abandonment
6 a. Measurement
7 1). Measurement for this Item will be per each manhole to be abandoned
8 b. Payment
9 1) The work performed and materials furnished in accordance with this Item
10 and measured as provided under"Measurement"shall be paid for at the unit
11 price bid per each"Abandon Manhole"for:
12 a) Various diameters
13 b) Various types
14 c. The price bid shall include:
15 1) Removal and disposal of manhole cone
16 2) Removal, salvage and delivery of frame and cover to City, if applicable
17 3) Cutting and plugging of existing sewer lines
18 4) Concrete
19 5) Acceptable material for backfilling manhole void
20 6) Pavement removal
21 7) Excavation
22 8) Hauling
23 9) Disposal of excess materials
24 10) Furnishing,placement and compaction of backfill
25 11) Surface restoration
26 12) Clean-up
27 5. Cathodic Test Station Abandonment
28 a. Measurement
29 1) Measurement for this Item will be per each cathodic test station to be
30 abandoned.
31 b. Payment
32 1) The work performed and materials furnished in accordance with this Item
33 and measured as provided under"Measurement" shall be paid for at the unit
». 34 price bid per each"Abandon Cathodic Test Station".
35 c. The price bid shall include:
36 1) Abandon cathodic test station
37 2) CLSM
38 3) Pavement removal
39 4) Excavation
40 5) Hauling
41 6) Disposal of excess materials
42 7) Furnishing, placement and compaction of backfill
43 8) Clean-up
44 B. Water Lines and Appurtenances
45 1. Installation of a Water Line Pressure Plug
46 a. Measurement
47 1) Measurement for this Item shall be per each pressure plug to be installed.
48 b. Payment
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
0241 14-4
UTILITY REMOVAL/ABANDONMENT
Page 4 of 17
1 1) The work performed and materials furnished in accordance with this Item
2 and measured as provided under"Measurement"shall be paid for at the unit
3 price bid for each"Pressure Plug"installed for:
4 a) Various sizes
5 c. The price bid shall include:
6 1) Furnishing and installing pressure plug
7 2) Pavement removal
8 3) Excavation
9 4) Hauling
10 5) Disposal of excess material
11 6) Gaskets
12 7) Bolts and Nuts
13 8) Furnishing,placement and compaction of embedment
14 9) Furnishing,placement and compaction of backfill
15 10) Disinfection
16 11) Testing
17 12) Clean-up
18 2. Abandonment of Water Line by Cut and installation of Abandonment Plug
19 a. Measurement
20 1) Measurement for this Item shall be per each cut and abandonment plug
21 installed.
22 b. Payment
23 1) The work performed and materials furnished in accordance with this Item
24 and measured as provided under"Measurement" shall be paid_for at the unit
25 price bid for each"Water Abandonment Plug"installed for:
26 a) Various sizes
27 c. The price bid shall include:
28 1) Furnishing and installing abandonment plug
29 2) Pavement removal
30 3) Excavation
31 4) Hauling
32 5) CLSM
33 6) Disposal of excess material
34 7) Furnishing,placement and compaction of backfill
35 8) Clean-up
36 3. Water Valve Removal
37 a. Measurement
38 1) Measurement for this Item will be per each water valve to be removed.
39 b. Payment
40 1) The work performed and materials furnished in accordance with this Item
41 and measured as provided under"Measurement"shall be paid for at the unit
42 price bid per each"Remove Water Valve"for:
43 a) Various sizes
44 c. The price bid shall include:
45 1) Removal and disposal of valve
46 2) CLSM
47 3) Pavement removal
48 4) Excavation
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
0241 14-5
UTILITY REMOVAUABANDONMENT
" Page 5 of 17
1 5) Hauling
" 2 6) Disposal of excess materials
3 7) Furnishing,placement and compaction of backfill
4 8) Clean-up
5 4. Water Valve Removal and Salvage
6 a. Measurement
7 1) Measurement for this Item will be per each water valve to be removed and
8 salvaged.
" 9 b. Payment
10 1) The work performed and materials furnished in accordance with this Item
11 and measured as provided under"Measurement"shall be paid for at the unit
" 12 price bid per each"Salvage Water Valve"for:
13 a) Various sizes
14 c. The price bid shall include:
15 1) Removal and Salvage of valve
16 2) CLSM
17 3) Delivery to City
18 4) Pavement removal
19 5) Excavation
20 6) Hauling
m 21 7) Disposal of excess materials
22 8) Furnishing,placement and compaction of backfill
23 9) Clean-up
„ 24 5. Water Valve Abandonment
25 a. Measurement
26 1) Measurement for this Item will be per each water valve to be abandoned.
27 b. Payment
" 28 1) The work performed and materials furnished in accordance with this Item
29 and measured as provided under"Measurement" shall be paid for at the unit
30 price bid per each"Abandon Water Valve"for:
31 a) Various Sizes
32 c. The price bid shall include:
33 1) Abandonment of valve
34 2) CLSM
35 3) Pavement removal
36 4) Excavation
37 5) Hauling
38 6) Disposal of excess materials
39 7) Furnishing,placement and compaction of backfill
" 40 8) Clean-up
41 6. Fire Hydrant Removal and Salvage
42 a. Measurement
µ 43 1) Measurement for this Item will be per each fire hydrant to be removed.
44 b. Payment
45 1) The work performed and materials furnished in accordance with this Item
46 and measured as provided under"Measurement"shall be paid for at the unit
47 price bid per each"Salvage Fire Hydrant".
48 c. The price bid shall include:
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
024114-6
UTILITY REMOVAUABANDONMENT
Page 6 of 17
1 1) Removal and salvage of fire hydrant
2 2) Delivery to City
3 3) Pavement removal
4 4) Excavation
5 5) Hauling
6 6) Disposal of excess materials
7 7) Furnishing,placement and compaction of backfill
8 8) Clean-up
9 7. Water Meter Removal and Salvage
10 a. Measurement
11 1) Measurement for this Item will be per each water meter to be removed and
12 salvaged
13 b. Payment
14 1) The work performed and materials furnished in accordance with this Item
15 and measured as provided under"Measurement"shall be paid for at the unit
16 price bid per each"Salvage Water Meter"for:
17 a) Various sizes
18 2) If a"Water Meter Service Relocate"is performed in accordance with
19 Section 33 12 10,removal and salvage or disposal of the existing(2-inch or
20 smaller)water meter shall be subsidiary to the cost of the"Water Meter
21 Service Relocate", no other compensation will be allowed.
22 c. The price bid shall include:
23 1) Removal and salvage of water meter
24 2) Delivery to City
25 3) Pavement removal
26 4) Excavation
27 5) Hauling
28 6) Disposal of excess materials
29 7) Furnishing,placement and compaction of backfill
30 8) Clean-up
31 8. Water Sampling Station Removal and Salvage
32 a. Measurement
33 1) Measurement for this Item will be per each water sampling station to be
34 removed.
35 b. Payment
36 1) The work performed and materials furnished in accordance with this Item
37 and measured as provided under"Measurement"shall be paid for at the unit
38 price bid per each"Salvage Water Sampling Station".
39 c. The price bid shall include:
40 1) Removal and salvage of water sampling station
41 2) Delivery to City
42 3) Pavement removal
43 4) Excavation
44 5) Hauling
45 6) Disposal of excess materials
46 7) Furnishing,placement and compaction of backfill
47 8) Clean-up
48 9. Concrete Water Vault Removal
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 "
0241 14-7
UTILITY REMOVAIJABANDONMENT
Page 7 of 17
1 a. Measurement
2 1) Measurement for this Item will be per each concrete water vault to be
3 removed.
4 b. Payment
5 1) The work performed and materials furnished in accordance with this Item
6 and measured as provided under"Measurement" shall be paid for at the unit
7 price bid per each"Remove Concrete Water Vault".
8 c. The price bid shall include:
9 1) Removal and disposal of concrete water vault
10 2) Removal, salvage and delivery of frame and cover to City, if applicable
11 3) Removal, salvage and delivery of any valves to City, if applicable
... 12 4) Removal, salvage and delivery of any water meters to City,if applicable
13 5) Pavement removal
14 6) Excavation
15 7) Hauling
16 8) Disposal of excess materials
17 9) Furnishing,placement and compaction of backfill
18 10) Clean-up
19 C. Sanitary Sewer Lines and Appurtenances
20 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug
21 a. Measurement
22 1) Measurement for this Item shall be per each cut and abandonment plug
23 installed.
.,. 24 b. Payment
25 1) The work performed and materials furnished in accordance with this Item
26 and measured as provided under"Measurement"shall be paid for at the unit
27 price bid for each"Sewer Abandonment Plug"for:
28 a) Various sizes
29 c. The price bid shall include:
30 1) Furnishing and installing abandonment plug
31 2) Pavement removal
32 3) Excavation
33 4) Hauling
34 5) CLSM
35 6) Disposal of excess material
36 7) Furnishing,placement and compaction of backfill
37 8) Clean-up
38 2. Sanitary Sewer Manhole Removal
39 a. Measurement
40 1) Measurement for this Item will be per each sanitary sewer manhole to be
41 removed.
42 b. Payment
�. 43 1) The work performed and materials furnished in accordance with this Item
44 and measured as provided under"Measurement" shall be paid for at the unit
45 price bid per each"Remove Sewer Manhole"for:
46 a) Various diameters
47 c. The price bid shall include:
48 1) Removal and disposal of manhole
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
"" City Project No.100993
r.
0241 14-8
UTILITY REMOVAL/ABANDONMENT
Page 8 of 17
1 2) Removal, salvage and delivery of frame and cover to City, if applicable
2 3) Cutting and plugging of existing sewer lines ..
3 4) Pavement removal
4 5) Excavation
5 6) Hauling
6 7) Disposal of excess materials
7 8) Furnishing,placement and compaction of backfill
8 9) Clean-up
9 3. Sanitary Sewer Junction Structure Removal
10 a. Measurement
11 1) Measurement for this Item will be per each sanitary sewer junction
12 structure being removed.
13 b. Payment
14 1) The work performed and materials furnished in accordance with this Item
15 and measured as provided under"Measurement" shall be paid for at the lump --
16 sum bid per each"Remove Sewer Junction Box"location.
17 c. The price bid shall include:
18 1) Removal and disposal of junction box -�
19 2) Removal, salvage and delivery of frame and cover to City.
20 3) Pavement removal
21 4) Excavation
22 5) Hauling
23 6) Disposal of excess materials
24 7) Furnishing,placement and compaction of backfill
25 8) Clean-up
26 D. Storm Sewer Lines and Appurtenances
27 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug --
28 a. Measurement
29 1) Measurement for this Item shall be per each cut and abandonment plug to
30 be installed.
31 b. Payment
32 1) The work performed and materials furnished in accordance with this Item
33 and measured as provided under"Measurement" shall be paid for at the unit
34 price bid for each"Storm Abandonment Plug"installed for:
35 a) Various sizes
36 c. The price bid shall include:
37 1) Furnishing and installing abandonment plug
38 2) Pavement removal
39 3) Excavation
40 4) Hauling '-
41 5) CLSM
42 6) Disposal of excess material
43 7) Furnishing,placement and compaction of backfill --
44 8) Clean-up
45 2. Storm Sewer Manhole Removal
46 a. Measurement ••
47 1) Measurement for this Item will be per each storm sewer manhole to be
48 removed.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 ,..
0241 14-9
UTILITY REMOVAUABANDONMENT
Page 9 of 17
1 b. Payment
2 1) The work performed and materials furnished in accordance with this Item
.. 3 and measured as provided under"Measurement" shall be paid for at the unit
4 price bid per each"Remove Manhole Riser"for:
5 a) Various sizes
6 c. The price bid shall include:
7 1) Removal and disposal of manhole
8 2) Removal, salvage and delivery of frame and cover to City, if applicable
9 3) Pavement removal
10 4) Excavation
11 5) Hauling
.., 12 6) Disposal of excess materials
13 7) Furnishing,placement and compaction of backfill
14 8) Clean-up
15 3. Storm Sewer Junction Box Removal
16 a. Measurement
17 1) Measurement for this Item will be per each storm sewer junction structure
18 to be removed.
19 b. Payment
20 1) The work performed and materials furnished in accordance with this Item
21 and measured as provided under"Measurement" shall be paid for at the unit
22 price bid per each"Remove Storm Junction Box"for:
23 a) Various sizes
24 c. The price bid shall include:
25 1) Removal and disposal of junction box
26 2) Removal, salvage and delivery of frame and cover to City, if applicable
27 3) Pavement removal
— 28 4) Excavation
29 5) Hauling
30 6) Disposal of excess materials
... 31 7) Furnishing,placement and compaction of backfill
32 8) Clean-up
33 4.' Storm Sewer Junction Structure Removal
-- 34 a. Measurement
35 1) Measurement for this Item will be per each storm sewer junction structure
36 being removed.
37 b. Payment
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under"Measurement" shall be paid for at the lump
40 sum bid per each"Remove Storm Junction Structure"location.
41 c. The price bid shall include:
42 1) Removal and disposal,of junction structure
43 2) Removal,salvage and delivery of frame and cover to City, if applicable
44 3) Pavement removal
45 4) Excavation
46 5) Hauling
47 6) Disposal of excess materials
48 7) Furnishing,placement and compaction of backfill
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
""" City Project No.100993
0241 14-10
UTILITY REMOVAUABANDONMENT
Page 10 of 17 '®
1 8) Clean-up
2 5. Storm Sewer Inlet Removal --
3 a. Measurement
4 1) Measurement for this Item will be per each storm sewer inlet to be
5 removed.
6 b. Payment
7 1) The work performed and materials furnished in accordance with this Item
8 and measured as provided under"Measurement"shall be paid for at the unit ..
9 price bid per each"Remove Storm Inlet"for:
10 a) Various types
11 b) Various sizes
12 c. The price bid shall include:
13 1) Removal and disposal of inlet
14 2) Pavement removal
15 3) Excavation -~
16 4) Hauling
17 5) Disposal of excess materials
18 6) Furnishing,placement and compaction of backfill .-
19 7) Clean-up
20 6. Storm Sewer Junction Box Removal
21 a. Measurement
22 1) Measurement for this Item shall be per linear foot of existing storm sewer
23 box to be removed.
24 b. Payment
25 1) The work performed and materials furnished in accordance with this Item
26 and measured as provided under"Measurement"shall be paid for at the unit
27 price bid per linear foot of"Remove Storm Junction Box"for all sizes.
28 c. The price bid shall include:
29 1) Removal and disposal of Storm Sewer Box
30 2) Pavement removal
31 3) Excavation
32 4) Hauling
33 5) Disposal of excess materials
34 6) Furnishing,placement and compaction of backfill
35 7) Clean-up
36 7. Headwall/SET Removal
37 a. Measurement "
38 1) Measurement for this Item will be per each headwall or safety end
39 treatment(SET)to be removed.
40 b. Payment
41 1) The work performed and materials furnished in accordance with this Item
42 and measured as provided under"Measurement"shall be paid for at the unit
43 price bid per each"Remove Headwall/SET".
44 c. The price bid shall include:
45 1) Removal and disposal of Headwall/SET
46 2) Pavement removal
47 3) Excavation
48 4) Hauling
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 .w
0241 14-11
UTILITY REMOVAL/ABANDONMENT
Page 11 of 17
1 5) Disposal of excess materials
.� 2 6) Furnishing,placement and compaction of backfill
3 7) Clean-up
4 8. Trench Drain Removal
5 a. Measurement
6 1) Measurement for this Item shall be per linear foot of storm sewer trench
7 drain to be removed.
8 b. Payment
9 1) The work performed and materials furnished in accordance with this Item
10 and measured as provided under"Measurement" shall be paid for at the unit
11 price bid per linear foot of"Remove Trench Drain'for:
12 a) Various sizes
13 c. The price bid shall include:
14 1) Removal and disposal of storm sewer line
- 15 2) Pavement removal
16 3) Excavation
17 4) Hauling
18 5) Disposal of excess materials
19 6) Furnishing,placement and compaction of backfill
20 7) Clean-up
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination
24 1. Contact Inspector and the Water Department Field Operation Storage Yard for
25 coordination of salvage material return.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY,STORAGE,AND HANDLING
32 A. Storage and Handling Requirements
33 1. Protect and salvage all materials such that no damage occurs during delivery to the
34 City.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
0241 14-12
UTILITY REMOVAL/ABANDONMENT
Page 12 of 17
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS
4 2.1 OWNER-FURNISHED[OR]OWNER-SUPPLIED PRODUCTS [NOT USED]
5 2.2 MATERIALS
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3- EXECUTION u,
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION [NOT USED]
12 3.4 REMOVAL,SALVAGE,AND ABANDONMENT
13 A. General
14 1. Manhole Abandonment
15 a. All manholes that are to be taken out of service are to be removed unless
16 specifically requested and/or approved by City.
17 b. Excavate and backfill in accordance with Section 33 05 10. "^
18 c. Remove and salvage manhole frame and cover as coordinated with City.
19 d. Deliver salvaged material to the City.
20 e. Cut and plug sewer lines to be abandoned.
21 f. Backfill manhole void in accordance with City Standard Details.
22 B. Water Lines and Appurtenances
23 1. Water Line Pressure Plugs
24 a. Ductile Iron Water Lines
25 1) Excavate,embed, and backfill in accordance with Section 33 05 10.
26 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance
27 with Section 33 11 11.
28 3) Perform Cut and Plug in accordance with Section 33 12 25.
29 b. PVC C900 and C905 Water Lines
30 1) Excavate,embed,and backfill in accordance with Section 33 05 10.
31 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance
32 with Section 33 11 11. --
33 3) Perform Cut and Plug in accordance with Section 33 12 25.
34 c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines
35 1) Excavate,embed, and backfill in accordance with Section 33 05 10
36 2) Plug using:
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 "`
0241 14-13
UTILITY REMOVAUABANDONMENT
Page 13 of 17
1 a) A fabricated plug restrained by welding or by a Snap Ring in
2 accordance with Section 33 11 13; or
�. 3 b) A blind flange in accordance with Section 33 11 13
4 3) Perform Cut and Plug in accordance with Section 33 12 25.
5 d. Buried Steel Water Lines
6 1) Excavate,embed, and backfill in accordance with Section 33 05 10.
7 2) Plug using:
8 a) A fabricated plug restrained by welding in accordance with Section 33
9 11 14;or
10 b) A blind flange in accordance with Section 33 11 14
11 3) Perform Cut and Plug in accordance with Section 33 12 25.
12 2. Water Line Abandonment Plug
13 a. Excavate and backfill in accordance with Section 33 05 10.
14 b. Plug with CLSM in accordance with Section 03 34 13.
15 3. Water Line Abandonment by Grouting
16 a. Excavate and backfill in accordance with Section 33 05 10.
17 b. Dewater from existing line to be grouted.
18 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24
19 or CLSM in accordance with 03 34 13.
20 d. Dispose of any excess material.
-- 21 4. Water Line Removal
22 a. Excavate and backfill in accordance with Section 33 05 10.
23 b. Cut existing line from the utility system prior to removal.
.. 24 c. Cut any services prior to removal.
25 d. Remove existing pipe line and properly dispose as approved by City.
26 5. Water Valve Removal
27 a. Excavate and backfill in accordance with Section 33 05 10.
28 b. Remove and dispose of valve bonnet, wedge and stem.
29 c. Fill valve body with CLSM in accordance with Section 03 34 13.
•• 30 6. Water Valve Removal and Salvage
31 a. Excavate and backfill in accordance with Section 33 05 10.
32 b. Remove valve bonnet, wedge and stem.
33 c. Deliver salvaged material to the Water Department Field Operation Storage
34 Yard.
35 d. Protect salvaged materials from damage.
36 e. Fill valve body with CLSM in accordance with Section 03 34 13.
37 7. Water Valve Abandonment
38 a. Excavate and backfill in accordance with Section 33 05 10.
39 b. Remove the top 2 feet of the valve stack and any valve extensions.
40 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13.
41 8. Fire Hydrant Removal and Salvage
42 a. Excavate and backfill in accordance with Section 33 05 10.
43 b. Remove Fire Hydrant.
44 c. Place abandonment plug on fire hydrant lead line.
45 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage
46 Yard.
47 e. Protect salvaged materials from damage.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
0241 14-14
UTILITY REMOVAUABANDONMENT
Page 14 of 17 �.
1 9. Water Meter Removal and Salvage
2 a. Remove and salvage water meter.
3 b. Return salvaged meter to Project Representative.
4 c. City will provide replacement meter for installation.
5 d. Meter Box and Lid
6 1) Remove and salvage cast iron meter box lid.
7 2) Remove and dispose of any non-cast iron meter box lid.
8 3) Return salvaged material to the Water Department Field Operation Storage
9 Yard.
10 4) Remove and dispose of meter box.
11 10. Water Sample Station Removal and Salvage
12 a. Remove and salvage existing water sample station.
13 b. Deliver salvaged material to the Water Department Field Operation Storage
14 Yard.
15 11. Concrete Water Vault Removal
16 a. Excavate and backfill in accordance with Section 33 05 10.
17 b. Remove and salvage vault lid.
18 c. Remove and salvage valves.
19 d. Remove and salvage meters.
20 e. Deliver salvaged material to the Water Department Field Operation Storage
21 Yard.
22 f. Remove and dispose of any piping or other appurtenances.
23 g. Demolish and remove entire concrete vault.
24 h. Dispose of all excess materials.
25 12. Cathodic Test Station Abandonment
26 a. Excavate and backfill in accordance with Section 33 05 10
27 b. Remove the top 2 feet of the cathodic test station stack and contents.
28 c. Fill any remaining voids with CLSM in accordance with Section 03 34 13.
29 C. Sanitary Sewer Lines and Appurtenances
30 1. Sanitary Sewer Line Abandonment Plug
31 a. Excavate and backfill in accordance with Section 33 05 10.
32 b. Remove and dispose of any sewage.
33 c. Plug with CLSM in accordance with Section 03 34 13.
34 2. Sanitary Sewer Line Abandonment by Grouting
35 a. Excavate and backfill in accordance with Section 33 05 10.
36 b. Dewater and dispose of any sewage from the existing line to be grouted.
37 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24
38 or CLSM in accordance with 03 34 13.
39 d. Dispose of any excess material. ..
40 3. Sanitary Sewer Line Removal
41 a. Excavate and backfill in accordance with Section 33 05 10.
42 b. Cut existing line from the utility system prior to removal. r•
43 c. Cut any services prior to removal.
44 d. Remove existing pipe line and properly dispose as approved by City.
45 4. Sanitary Sewer Manholes Removal --
46 a. All sanitary sewer manholes that are to be taken out of service are to be
47 removed unless specifically requested and/or approved by City.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 ""`
0241 14-15
UTILITY REMOVALABANDONMENT
Page 15 of 17
1 b. Excavate and backfill in accordance with Section 33 05 10.
2 c. Remove and salvage manhole frame and cover.
3 d. Deliver salvaged material to the Water Department Field Operation Storage:
4 e. Demolish and remove entire concrete manhole.
5 f. Cut and plug sewer lines to be abandoned.
6 5. Sanitary Sewer Junction Structure Removal
7 a. Excavate and backfill in accordance with Section 33 05 10.
8 b. Remove and salvage manhole frame and cover.
9 c. Deliver salvaged material to the Water Department Field Operation Storage.
10 d. Demolish and remove entire concrete manhole.
11 e. Cut and plug sewer lines to be abandoned.
12 D. Storm Sewer Lines and Appurtenances
13 1. Storm Sewer Abandonment Plug
14 a. Excavate and backfill in accordance with Section 33 05 10.
,. 15 b. Dewater line.
16 c. Plug with CLSM in accordance with Section 03 34 13.
17 2. Storm Sewer Line Abandonment by Grouting
18 a. Excavate and backfill in accordance with Section 33 05 10.
19 b. Dewater the existing line to be grouted.
20 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24
21 or CLSM in accordance with 03 34 13.
22 d. Dispose of any excess material.
23 3. Storm Sewer Line Removal
�. 24 a. Excavate and backfill in accordance with Section 33 05 10.
25 b. Remove existing pipe line and properly dispose as approved by City.
26 4. Storm Sewer Manhole Removal
27 a. All storm sewer manholes that are to be taken out of service are to be removed
28 unless specifically requested and/or approved by City.
29 b. Excavate and backfill in accordance with Section 33 05 10.
30 c. Demolish and remove entire concrete manhole.
31 d. Cut and plug storm sewer lines to be abandoned.
32 5. Storm Sewer Junction Box and/or Junction Structure Removal
33 a. Excavate and backfill in accordance with Section 33 05 10.
34 b. Demolish and remove entire concrete structure.
35 c. Cut and plug storm sewer lines to be abandoned.
36 6. Storm Sewer Inlet Removal
37 a. Excavate and backfill in accordance with Section 33 05 10.
38 b. Demolish and remove entire concrete inlet.
39 c. Cut and plug storm sewer lines to be abandoned.
40 7. Storm Sewer Box Removal
41 a. Excavate and backfill in accordance with Section 33 05 10.
42 b. Cut existing line from the utility system prior to removal.
43 c. Cut any services prior to removal.
44 d. Remove existing pipe line and properly dispose as approved by City.
45 8. Headwall/SET Removal
46 a. Excavate and backfill in accordance with Section 33 05 10.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
'"" City Project No.100993
0241 14-16
UTILITY REMOVAL/ABANDONMENT
Page 16 of 17
1 b. Demolish and remove entire concrete inlet.
2 c. Cut and plug storm sewer lines to be abandoned.
3 9. Storm Sewer Trench Drain Removal
4 a. Excavate and backfill in accordance with Section 33 05 10.
5 b. Remove existing pipe line and dispose as approved by City.
6 3.5 REPAIR/RESTORATION[NOT USED]
7 3.6 RE-INSTALLATION [NOT USED]
8 3.7 FIELD[OR]SITE QUALITY CONTROL
9 3.8 SYSTEM STARTUP[NOT USED] ...
10 3.9 ADJUSTING [NOT USED]
11 3.10 CLEANING[NOT USED] —
12 3.11 CLOSEOUT ACTIVITIES [NOT USED]
13 3.12 PROTECTION [NOT USED]
14 3.13 MAINTENANCE [NOT USED]
15 3.14 ATTACHMENTS [NOT USED]
16
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
0241 14-17
UTILITY REMOVAUABANDONMENT
�- Page 17 of 17
1 END OF SECTION
.. Revision Log
DATE NAME SUMMARY OF CHANGE
1.2.C.3.c.—Include Frame and Cover in Payment description
12/20/12 D.Johnson Throughout—added abandonment of storm and sewer manholes when requested
and/or approved by City
2
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
"" City Project No.100993
3201 17-1
PERMANENT ASPHALT PAVING REPAIR
Page 1 of 6
1 SECTION 32 0117
2 PERMANENT ASPHALT PAVING REPAIR
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section includes:
6 1. Flexible pavement repair to include,but not limited to:
7 a. Utility cuts(water, sanitary sewer,drainage, franchise utilities,etc.)
8 b. Warranty work
9 c. Repairs of damage caused by Contractor
10 d. Any permanent asphalt pavement repair needed during the course of
11 construction
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 2.Asphalt Pavement Repair for Utility Service Trench
16 a.Measurement
17 1)Shall apply to Water Service Lines also
18 2)Measurement for proposed service line to be from liu of
19ug tter to the limit of the asphalt pavement repair for water
20 or sewer lines.
^� 21 3)Utility service repair will be paid for per linear foot,
22 regardless of the width.
23 C. Related Specification Sections include,but are not necessarily limited to:
24 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the
25 Contract
-. 26 2. Division 1 -General Requirements
27 3. Section 03 34 16-Concrete Base Material for Trench Repair
28 4. Section 32 12 16-Asphalt Paving
29 5. Section 32 13 13-Concrete Paving
30 6. Section 33 05 10-Utility Trench Excavation,Embedment and Backfill
31 1.2 PRICE AND PAYMENT PROCEDURES
32 A. Measurement and Payment
33 1. Asphalt Pavement Repair
34 a. Measurement
35 1) Measurement for this Item will be by the linear foot of Asphalt Pavement
36 Repair based on the defined width and roadway classification specified in
37 the Drawings.
38 b. Payment
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
`"" City Project No.100993
3201 17-2
PERMANENT ASPHALT PAVING REPAIR
Page 2 of 6
1 1) The work performed and materials furnished in accordance with this Item
2 and measured as provided under"Measurement"will be paid for at the unit
3 price bid price per linear foot of Asphalt Pavement Repair.
4 c. The price bid shall include:
5 1) Preparing final surfaces
6 2) Furnishing, loading, unloading, storing, hauling and handling all materials
7 including freight and royalty
8 3) Traffic control for all testing
9 4) Asphalt, aggregate,and additive
10 5) Materials and work needed for corrective action
11 6) Trial batches
12 7) Tack coat --
13 8) Removal and/or sweeping excess material
14 2. Asphalt Pavement Repair for Utility Service Trench
15 a. Measurement --
16 1) Measurement for this Item will be by the linear foot of Asphalt Pavement
17 Repair centered on the proposed sewer service line measured from the face
18 of curb to the limit of the Asphalt Pavement Repair for the main sewer line. ,..
19 b. Payment
20 1) The work performed and materials furnished in accordance with this Item
21 and measured as provided under"Measurement'will be paid for at the unit
22 price bid price per linear foot of"Asphalt Pavement Repair, Service"
23 installed for:
24 a) Various types of utilities
25 c. The price bid shall include:
26 1) Preparing final surfaces
27 2) Furnishing, loading,unloading, storing,hauling and handling all materials
28 including freight and royalty
29 3) Traffic control for all testing
30 4) Asphalt, aggregate,and additive
31 5) Materials and work needed for corrective action --
32 6) Trial batches
33 7) Tack coat
34 8) Removal and/or sweeping excess material
35 3. Asphalt Pavement Repair Beyond Defined Width
36 a. Measurement
37 1) Measurement for this Item will be by the square yard for asphalt pavement
38 repair beyond pay limits of the defined width of Asphalt Pavement Repair
39 by roadway classification specified in the Drawings.
40 b. Payment
41 1) The work performed and materials furnished in accordance with this Item
42 and measured as provided under"Measurement'will be paid for at the unit
43 price bid per square yard of Asphalt Pavement Repair Beyond Defined
44 Width.
45 c. The price bid shall include:
46 1) Preparing final surfaces
47 2) Furnishing,loading,unloading, storing,hauling and handling all materials
48 including freight and royalty
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3201 17-3
PERMANENT ASPHALT PAVING REPAIR
Page 3 of 6
1 3) Traffic control for all testing
2 4) Asphalt, aggregate,and additive
3 5) Materials and work needed for corrective action
4 6) Trial batches
5 7) Tack coat
6 8) Removal and/or sweeping excess material
7 4. Extra Width Asphalt Pavement Repair
8 a. Measurement
9 1) Measurement for this Item will be by the square yard for surface repair
10 (does not include base repair)for:
11 a) Various thicknesses
-- 12 b. Payment
13 1) The work performed and materials furnished in accordance with this Item
14 and measured as provided under"Measurement"will be paid for at the unit
15 price bid per square yard of Extra Width Asphalt Pavement Repair
16 c. The price bid shall include:
17 1) Preparing final surfaces
18 2) Furnishing, loading,unloading, storing,hauling and handling all materials
19 including freight and royalty
20 3) Traffic control for all testing
21 4) Asphalt,aggregate, and additive
22 5) Materials and work needed for corrective action
23 6) Trial batches
24 7) Tack coat
25 8) Removal and/or sweeping excess material
26 1.3 REFERENCES
27 A. Definitions
28 1. H.M.A.C.—Hot Mix Asphalt Concrete
.�, 29 1.4 ADMINISTRATIVE REQUIREMENTS
30 A. Permitting
.. 31 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation
32 and Public Works Department in conformance with current ordinances.
33 2. The Transportation and Public Works Department will inspect the paving repair
34 after construction.
35 1.5 SUBMITTALS [NOT USED]
36 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
37 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16.
38 1.7 CLOSEOUT SUBMITTALS [NOT USED]
39 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
40 1.9 QUALITY ASSURANCE [NOT USED]
CrrY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
'"" City Project No.100993
3201 17-4
PERMANENT ASPHALT PAVING REPAIR
Page 4 of 6
1 1.11 DELIVERY,STORAGE,AND HANDLING[NOT USED]
2 1.12 FIELD CONDITIONS
3 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and
4 rising unless otherwise approved.
5 1.13 WARRANTY [NOT USED]
6 PART2- PRODUCTS
7 2.1 OWNER-FURNISHED [NOT USED]
8 2.2 MATERIALS
9 A. Backfill
10 1. See Section 33 05 10.
11 B. Base Material
12 1. Concrete Base Material for Trench Repair: See Section 03 34 16.
13 2. Concrete Base: See Section 32 13 13.
14 C. Asphalt Paving: see Section 32 12 16.
15 1. H.M.A.C.paving:Type D.
16 2.3 ACCESSORIES [NOT USED]
17 2.4 SOURCE QUALITY CONTROL [NOT USED]
18 PART 3- EXECUTION
19 3.1 INSTALLERS [NOT USED]
20 3.2 EXAMINATION [NOT USED]
21 3.3 PREPARATION --
22 A. Surface Preparation
23 1. Mark pavement cut for repairs for approval by the City.
24 2. Contractor and City meet prior to saw cutting to confirm limits of repairs.
25 3.4 INSTALLATION
26 A. General
27 1. Equipment
28 a. Use machine intended for cutting pavement.
29 b. Milling machines may be used as long as straight edge is maintained.
30 2. Repairs: In true and straight lines to dimensions shown on the Drawings.
31 3. Utility Cuts
32 a. In a true and straight line on both sides of the trench
33 b. Minimum of 12 inches outside the trench walls
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 '"`
3201 17-5
PERMANENT ASPHALT PAVING REPAIR
.� Page 5 of 6
1 c. If the existing flexible pavement is 2 feet or less between the lip of the existing
2 gutter and the edge of the trench repair,remove the existing paving to such
3 gutter.
4 4. Limit dust and residues from sawing from entering the atmosphere or drainage
5 facilities.
6 B. Removal
7 1. Use care to prevent fracturing existing pavement structure adjacent to the repair
8 area.
9 C. Base
10 1. Install replacement base material as specified in Drawings.
11 D. Asphalt Paving
12 1. H.M.A.0 placement: in accordance with Section 32 12 16
13 2. Type D surface mix
14 3. Depth: as specified in Drawings
15 4. Place surface mix in lifts not to exceed 3 inches.
16 5. Last or top lift shall not be less than 2 inches thick.
17 3.5 REPAIRlRESTORATION [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD QUALITY CONTROL [NOT USED]
20 3.8 SYSTEM STARTUP[NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING[NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
... 25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27
28 END OF SECTION
29
Revision Log
DATE NAME SUNIMARY OF CHANGE
1.2.A=Modified Items to be included in price bid;Added blue text for clarification
12/20/2012 D.Johnson of repair width on utility trench repair;Added a bid item for utility service trench
_. repair.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
^` City Project No.100993
3201 17-6
PERMANENT ASPHALT PAVING REPAIR
Page 6 of 6
1
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 ""
3201 18-1
TEMPORARY ASPHALT PAVING REPAIR
Page 1 of 4
1 SECTION 32 0118
2 TEMPORARY ASPHALT PAVING REPAIR
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Utility cuts (water, sanitary sewer,drainage, etc.)along streets programmed for
7 total reconstruction under a Capital Improvement Program or resurfacing under a
8 Street Maintenance Program
9 2. Repairs of damage caused by Contractor
10 3. Any other temporary pavement repair needed during the course of construction.
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. 2-inch Temporary Pavement Repair shall include,2-inch HMAC Type D and
13 6-inch Type B Flex Base Material, Grade 2
14 C. Related Specification Sections include,but are not necessarily limited to:
15 1. Division 0 -Bidding Requirements,Contract Forms,and Conditions of the Contract
16 2. Division 1 -General Requirements
17 3. Section 32 1123 -Flexible Base Courses
18 4. Section 32 12 16-Asphalt Paving
19 5. Section 33 05 10 -Utility Trench Excavation,Embedment and Backfill
20 1.2 PRICE AND PAYMENT PROCEDURES
21 A. Measurement and Payment
22 1. Measurement
23 a. Measurement for this Item shall be by the linear foot of Temporary Asphalt
24 Paving Repair.
25 2. Payment
26 a. The work performed and materials furnished in accordance with this Item and
27 measured as provided under"Measurement'will be paid for at the unit price
28 bid per linear foot of Temporary Asphalt Paving Repair. No additional
" 29 payment will be provided for repairs of damage to adjacent pavement caused by
30 the Contractor.
31 3. The price bid shall include:
32 a. Preparing final surfaces
33 b. Furnishing,loading,unloading, storing,hauling and handling all materials
34 including freight and royalty
35 c. Traffic control for all testing
36 d. Asphalt, aggregate, and additive
37 e. Materials and work needed for corrective action
.— 38 f. Trial batches
39 g. Tack coat
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3201 18-2
TEMPORARY ASPHALT PAVING REPAIR
Page 2 of 4
1 h. Removal and/or sweeping excess material
2
3 1.3 REFERENCES
4 A. Definitions
5 1. H.M.A.C.—Hot Mix Asphalt Concrete
6 1.4 ADMINISTRATIVE REQUIREMENTS
7 A. Permitting
8 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation
9 and Public Works Department in conformance with current ordinances. ..
10 2. The Transportation and Public Works Department will inspect the paving repair
11 after construction.
12 1.5 SUBMITTALS [NOT USED]
13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
14 A. Asphalt Pavement Mix Design: submit for approval. Section 32 12 16.
15 1.7 CLOSEOUT SUBMITTALS [NOT USED]
16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
19 1.11 FIELD CONDITIONS
20 A. Weather Conditions: Place mixture when the roadway surface temperature is 40 degrees
21 F or higher and rising unless otherwise approved.
22 1.12 WARRANTY [NOT USED]
23 PART 2- PRODUCTS ,
24 2.1 OWNER-FURNISHED [NOT USED]
25 2.2 MATERIALS
26 A. Backfill: see Section 33 05 10.
27 B. Base Material
28 1. Flexible Base: Use existing base and add new flexible base as required in
29 accordance with Section 32 1123.
30 C. Asphalt Concrete: See Section 32 12 16.
31 1. H.M.A.C.paving:Type D.
32 2.3 ACCESSORIES [NOT USED]
33 2.4 SOURCE QUALITY CONTROL[NOT USED]
CrrY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3201 18-3
TEMPORARY ASPHALT PAVING REPAIR
Page 3 of 4
1 PART 3- EXECUTION
2 3.1 INSTALLERS [NOT USED]
3 3.2 EXAMINATION [NOT USED]
4 3.3 PREPARATION [NOT USED]
5 3.4 INSTALLATION
6 A. Removal
7 1. Use an approved method that produces a neat edge.
-w 8 2. Use care to prevent fracturing existing pavement structure adjacent to the repair
9 area.
10 B. Base
11 1. Install flexible base material per detail.
12 2. See Section 32 1123.
13 C. Apshalt Paving
14 1. H.M.A.C. placement: in accordance with Section 32 12 16.
15 2. Type D surface mix.
16 3.5 REPAIR/RESTORATION[NOT USED]
17 3.6 RE-INSTALLATION [NOT USED]
18 3.7 FIELD QUALITY CONTROL[NOT USED]
19 3.8 SYSTEM STARTUP[NOT USED]
20 3.9 ADJUSTING[NOT USED]
,,. 21 3.10 CLEANING[NOT USED]
22 3.11 CLOSEOUT ACTIVITIES [NOT USED]
23 3.12 PROTECTION [NOT USED]
24 3.13 MAINTENANCE [NOT USED]
W 25 3.14 ATTACHMENTS [NOT USED]
26 END OF SECTION
27
Revision Log
DATE NAME SUN lARY OF CHANGE
12/20/2012 D.Johnson 1.2.A—Modified Items to be included in price bid
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3201 18-4
TEMPORARY ASPHALT PAVING REPAIR
Page 4 of 4
1
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
321723-1
PAVEMENT MARKINGS
Page 1 of 11
1 SECTION 3217 23
2 PAVEMENT MARKINGS
-... 3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Pavement Markings
7 a. Thermoplastic,hot-applied, spray(HAS)pavement markings
8 b. Thermoplastic,hot-applied, extruded(HAE)pavement markings
9 c. Preformed polymer tape
10 d. Preformed heat-activated thermoplastic tape
11 2. Raised markers
12 3. Work zone markings
., 13 4. Removal of pavement markings and markers
14 B. Deviations from this City of Fort Worth Standard Specification
15 1. For Miscellaneous Water and Sewer Contracts,all Pavement Marking repairs
16 and replacements shall be subsidiary to the appropriate pavement repair bid
17 item.
, 18 C. Related Specification Sections include,but are not necessarily limited to:
19 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
20 2. Division 1 —General Requirements
21 1.2 PRICE AND PAYMENT PROCEDURES
22 A. Measurement and Payment
23 1. Pavement Markings
24 a. Measurement
25 1) Measurement for this Item shall be per linear foot of material placed.
26 b. Payment
27 1) The work performed and materials furnished in accordance with this Item
28 and measured as provided under"Measurement"shall be paid for at the
29 unit price bid per linear foot of"Pvmt Marking"installed for:
30 a) Various Widths
31 b) Various Types
32 c) Various Materials
33 d) Various Colors
34 c. The price bid shall include:
35 1) Installation of Pavement Marking
36 2) Glass beads, when required
37 3) Surface preparation
38 4) Clean-up
-- 39 5) Testing(when required)
40 2. Legends
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
'"" City Project No.100993
321723-2
PAVEMENT MARKINGS
Page 2 of 11
1 a. Measurement
2 1) Measurement for this Item shall be per each Legend installed. „
3 b. Payment
4 1) The work performed and materials furnished in accordance with this Item
5 shall be paid for at the unit price bid per each"Legend"installed for:
6 a) Various types
7 b) Various applications
8 c. The price bid shall include:
9 1) Installation of Pavement Marking
10 2) Glass beads, when required
11 3) Surface preparation
12 4) Clean-up --
13 5) Testing
14 3. Raised Markers
15 a. Measurement
16 1) Measurement for this Item shall be per each Raised Marker installed.
17 b. Payment
18 1) The work performed and materials furnished in accordance with this Item ..
19 shall be paid for at the unit price bid per each"Raised Marker"installed
20 for:
21 a) Various types
22 c. The price bid shall include:
23 1) Installation of Raised Markers
24 2) Surface preparation
25 3) Clean-up
26 4) Testing
27 4. Work Zone Tab Markers
28 a. Measurement
29 1) Measurement for this Item shall be per each Tab Marker installed.
30 b. Payment
31 1) The work performed and materials furnished in accordance with this Item
32 shall be paid for at the unit price bid per each"Tab Marker"installed for:
33 a) Various types
34 c. The price bid shall include:
35 1) Installation of Tab Work Zone Markers
36 5. Fire Lane Markings
37 a. Measurement
38 1) Measurement for this Item shall be per the linear foot.
39 b. Payment
40 1) The work performed and materials furnished in accordance with this Item
41 and measured as provided under"Measurement"shall be paid for at the
42 unit price bid per linear foot of"Fire Lane Marking"installed.
43 c. The price bid shall include:
44 1) Surface preparation
45 2) Clean-up
46 3) Testing
47 6. Pavement Marking Removal
48 a. Measurement
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
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PAVEMENT MARKINGS
Page 3 of 11
1 1) Measure for this Item shall be per linear foot.
2 b. Payment
3 1) The work performed and materials furnished in accordance with this Item
4 and measured as provided under"Measurement"shall be paid for at the
5 unit price bid per linear foot of"Remove Pvmt Marking"performed for:
6 a) Various widths
7 c. The price bid shall include:
8 1) Removal of Pavement Markings
... 9 2) Clean-up
10 7. Raised Marker Removal
11 a. Measurement
12 1) Measurement for this Item shall be per each Pavement Marker removed.
13 b. Payment
14 1) The work performed and materials furnished in accordance with this Item
15 shall be paid for at the unit price bid per each"Remove Raised Marker"
16 performed.
17 c. The price bid shall include:
18 1) Removal of each Marker
19 2) Disposal of removed materials
20 3) Clean-up
21 8. Legend Removal
22 a. Measurement
23 1) Measure for this Item shall be per each Legend removed.
... 24 b. Payment
25 1) The work performed and materials furnished in accordance with this Item
26 and measured as provided under"Measurement" shall be paid for at the
27 unit price bid per linear foot of"Remove Legend"performed for:
28 a) Various types
29 b) Various applications
30 c. The price bid shall include:
31 1) Removal of Pavement Markings
32 2) Clean-up
33 1.3 REFERENCES
34 A. Reference Standards
35 1. Reference standards cited in this Specification refer to the current reference
^— 36 standard published at the time of the latest revision date logged at the end of this
37 Specification, unless a date is specifically cited.
38 2. Texas Manual on Uniform Traffic Control Devices(MUTCD). 2011 Edition
39 a. Part 3,Markings
40 3. American Association of State Highway and Transportation Officials(AASHTO)
41 a. Standard Specification for Glass Beads Used in Pavement Markings,M 247-09
42 4. Federal Highway Administration(FHWA)
43 a. 23 CFR Part 655,FHWA Docket No. FHWA-2009-0139
�. 44 5. Texas Department of Transportation(TxDOT)
45 a. DMS-4200,Pavement Markers(Reflectorized)
46 b. DMS-4300,Traffic Buttons
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
`" City Project No.100993
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PAVEMENT MARKINGS
Page 4 of 11
1 c. DMS-8220,Hot Applied Thermoplastic
2 d. DMS-8240,Permanent Prefabricated Pavement Markings
3 e. DMS-8241,Removable Prefabricated Pavement Markings
4 f. DMS-8242,Temporary Flexible-Reflective Road Marker Tabs
5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] --
6 1.5 SUBMITTALS
7 A. Submittals shall be in accordance with Section 0133 00.
8 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
9 specials.
10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
11 1.7 CLOSEOUT SUBMITTALS [NOT USED]
12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
13 1.9 QUALITY ASSURANCE [NOT USED]
14 1.10 DELIVERY,STORAGE,AND HANDLING
15 A. Storage and Handling Requirements
16 1. The Contractor shall secure and maintain a location to store the material in
17 accordance with Section 0150 00.
18 1.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT USED]
20 PART 2- PRODUCTS
21 2.1 OWNER-SUPPLIED PRODUCTS
22 A. New Products
23 1. Refer to Drawings to determine if there are owner-supplied products for the Project.
24 2.2 MATERIALS
25 A. Manufacturers
26 1. Only the manufacturers as listed in the City's Standard Products List will be
27 considered as shown in Section 0160 00.
28 a. The manufacturer must comply with this Specification and related Sections.
29 2. Any product that is not listed on the Standard Products List is considered a
30 substitution and shall be submitted in accordance with Section 0125 00.
31 B. Materials
32 1. Pavement Markings
33 a. Thermoplastic,hot applied, spray
34 1) Refer to Drawings and City Standard Detail Drawings for width of
35 longitudinal lines.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
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PAVEMENT MARKINGS
*^ Page 5 of 11
1 2) Product shall be especially compounded for traffic markings.
2 3) When placed on the roadway, the markings shall not be slippery when wet,
3 lift from pavement under normal weather conditions nor exhibit a tacky
4 exposed surface.
5 4) Cold ductility of the material shall permit normal road surface expansion
6 and contraction without chipping or cracking.
7 5) The markings shall retain their original color, dimensions and placement
8 under normal traffic conditions at road surface temperatures of 158 degrees
9 Fahrenheit and below.
10 6) Markings shall have uniform cross-section,clean edges, square ends and no
11 evidence of tracking.
.. 12 7) The density and quality of the material shall be uniform throughout the
13 markings.
14 8) The thickness shall be uniform throughout the length and width of the
15 markings.
16 9) The markings shall be 95 percent free of holes and voids,and free of
17 blisters for a minimum of 60 days after application.
18 10) The material shall not deteriorate by contact with sodium chloride,calcium
19 chloride or other chemicals used to prevent roadway ice or because of the
20 oil content of pavement markings or from oil droppings or other effects of
21 traffic.
22 11) The material shall not prohibit adhesion of other thermoplastic markings if,
23 at some future time, new markings are placed over existing material.
24 a) New material shall bond itself to the old line in such a manner that no
25 splitting or separation takes place.
26 12) The markings placed on the roadway shall be completely retroreflective
27 both internally and externally with traffic beads and shall exhibit uniform
28 retro-directive reflectance.
29 13) Traffic beads
30 a) Manufactured from glass
31 b) Spherical in shape
32 c) Essentially free of sharp angular particles
33 d) Essentially free of particles showing cloudiness, surface scoring or
34 surface scratching
35 e) Water white in color
36 f) Applied at a uniform rate
37 g) Meet or exceed Specifications shown in AASHTO Standard
38 Specification for Glass Beads Used in Pavement Markings,AASHTO
39 Designation:M 247-09.
40 b. Thermoplastic,hot applied,extruded
41 1) Product shall be especially compounded for traffic markings
42 2) When placed on the roadway, the markings shall not be slippery when wet,
43 lift from pavement under normal weather conditions nor exhibit a tacky
44 exposed surface.
45 3) Cold ductility of the material shall permit normal road surface expansion
46 and contraction without chipping or cracking.
47 4) The markings shall retain their original color,dimensions and placement
48 under normal traffic conditions at road surface temperatures of 158 degrees
49 Fahrenheit and below.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
''" City Project No.100993
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PAVEMENT MARKINGS
Page 6 of 11
1 5) Markings shall have uniform cross-section,clean edges, square ends and no
2 evidence of tracking. M
3 6) The density and quality of the material shall be uniform throughout the
4 markings.
5 7) The thickness shall be uniform throughout the length and width of the
6 markings. "
7 8) The markings shall be 95 percent free of holes and voids,and free of
8 blisters for a minimum of 60 days after application.
9 9) The minimum thickness of the marking, as measured above the plane
10 formed by the pavement surface, shall not be less than 1/8 inch in the center
11 of the marking and 3/32 inch at a distance of'6 inch from the edge.
12 10) Maximum thickness shall be 3/16 inch.
13 11) The material shall not deteriorate by contact with sodium chloride,calcium
14 chloride or other chemicals used to prevent roadway ice or because of the
15 oil content of pavement markings or from oil droppings or other effects of .
16 traffic.
17 12) The material shall not prohibit adhesion of other thermoplastic markings if,
18 at some future time, new markings are placed over existing material. New
19 material shall bond itself to the old line in such a manner that no splitting or
20 separation takes place.
21 13) The markings placed on the roadway shall be completely retroreflective
22 both internally and externally with traffic beads and shall exhibit uniform
23 retro-directive reflectance.
24 14) Traffic beads
25 a) Manufactured from glass
26 b) Spherical in shape
27 c) Essentially free of sharp angular particles
28 d) Essentially free of particles showing cloudiness, surface scoring or �-
29 surface scratching
30 e) Water white in color
31 f) Applied at a uniform rate
32 g) Meet or exceed Specifications shown in AASHTO Standard
33 Specification for Glass Beads Used in Pavement Markings,AASHTO
34 Designation: M 247-09.
35 c. Preformed Polymer Tape
36 1) Material shall meet or exceed the Specifications for SWARCO Director 35,
37 3M High Performance Tape Series 3801 ES,or approved equal.
38 d. Preformed Heat-Activated Thermoplastic Tape
39 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125
40 mil preformed thermoplastic or approved equal.
41 2. Raised Markers
42 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic
43 Control Devices.
44 b. Non-reflective markers shall be Type Y(yellow body)and Type W(white
45 body)round ceramic markers and shall meet or exceed the TxDOT
46 Specification DMS-4300.
47 c. The reflective markers shall be plastic,meet or exceed the TxDOT
48 Specification DMS-4200 for high-volume retroreflective raised markers and be
49 available in the following types:
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
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PAVEMENT MARKINGS
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1 1) Type I-C, white body, 1 face reflects white
2 2) Type II-A-A,yellow body, 2 faces reflect amber
3 3) Type II-C-R,white body, 1 face reflects white,the other red
4
5 3. Work Zone Markings
6 a. Tabs
7 1) Temporary flexible-reflective roadway marker tabs shall meet requirements
8 of TxDOT DMS-8242,"Temporary Flexible-Reflective Road Marker
9 Tabs."
10 2) Removable markings shall not be used to simulate edge lines.
11 3) No segment of roadway open to traffic shall remain without permanent
12 pavement markings for a period greater than 14 calendar days.
13 b. Raised Markers
14 1) All raised pavement markers shall meet the requirements of DMS-4200.
15 c. Striping
16 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS-
17 8200.
18 2.3 ACCESSORIES [NOT USED]
19 2.4 SOURCE QUALITY CONTROL
20 A. Performance
21 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet
22 the requirements detailed in the table below for a minimum of 30 calendar days.
Posted Speed(mph)
<-30 35-50 >-55
2-lane roads with centerline n/a 100 250
markings only(1)
All other roads (2) 1 n/a 50 100
23 (1)Measured at standard 30-m geometry in units of mcd/m/lux.
24 (2)Exceptions:
25 A.When raised reflective pavement markings(RRPMs)supplement or substitute for a
26 longitudinal line,minimum pavement marking retroreflectivity levels are not applicable as
27 long as the RRPMs are maintained so that at least 3 are visible from any position along that
28 line during nighttime conditions.
29 B.When continuous roadway lighting assures that the markings are visible,minimum
30 pavement marking retroreflectivity levels are not applicable.
31 PART 3- EXECUTION
32 3.1 EXAMINATION[NOT USED]
33 3.2 PREPARATION
34 A. Pavement Conditions
-® 35 1. Roadway surfaces shall be free of dirt, grease,loose and/or flaking existing
36 markings and other forms of contamination.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
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"" City Project No.100993
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PAVEMENT MARKINGS
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1 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the
2 curing membrane.
3 3. Pavement to which material is to be applied shall be completely dry.
4 4. Pavement shall be considered dry,if,on a sunny day after observation for 15
5 minutes,no condensation develops on the underside of a 1 square foot piece of
6 clear plastic that has been placed on the pavement and weighted on the edges.
7 5. Equipment and methods used for surface preparation shall not damage the
8 pavement or present a hazard to motorists or pedestrians. --
9 3.3 INSTALLATION
10 A. General .-
11 1. The materials shall be applied according to the manufacturer's recommendations.
12 2. Markings and markers shall be applied within temperature limits recommended by
13 the material manufacturer,and shall be applied on clean,dry pavement having a
14 surface temperature above 50 degrees Fahrenheit.
15 3. Markings that are not properly applied due to faulty application methods or being
16 placed in the wrong position or alignment shall be removed and replaced by the
17 Contractor at the Contractor's expense. If the mistake is such that it would be
18 confusing or hazardous to motorists,it shall be remedied the same day of
19 notification. Notification will be made by phone and confirmed by fax. Other --
20 mistakes shall be remedied within 5 days of written notification.
21 4. When marking&are applied on roadways open to traffic,care will be taken to
22 ensure that proper safety precautions are followed, including the use of signs, -�
23 cones,barricades,flaggers,etc.
24 5. Freshly applied markings shall be protected from traffic damage and disfigurement.
25 6. Temperature of the material must be equal to the temperature of the road surface
26 before allowing traffic to travel on it.
27 B. Pavement Markings
28 1. Thermoplastic,hot applied, spray
29 a. This method shall be used to install and replace long lines-centerlines,lane
30 lines,edge lines,turn lanes, and dots.
31 b. Markings shall be applied at a-110 mil thickness.
32 c. Markings shall be applied at a 90 mil thickness when placed over existing
33 markings.
34 d. A sealer shall be used if concrete or asphalt is older than three(3)years.
35 e. Typical setting time shall be between 4 minutes and 10 minutes depending
36 upon the roadway surface temperature and the humidity factor.
37 f. Retroreflective raised markers shall be used to supplement the centerlines, lane
38 lines, and turn lanes. Refer to City Standard Detail Drawings for placement.
39 g. Minimum retroreflectivity of markings shall meet or exceed values shown in
40 subparagraph 2A.A.1 of this Specification. ..
41 2. Thermoplastic,hot applied, extruded
42 a. This method shall be used to install and replace crosswalks and stop-lines.
43 b. Markings shall be applied at a 125 mil thickness. �-
44 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
45 this Specification.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
City Project No.100993 """
so
321723-9
PAVEMENT MARKINGS
as Page 9 of 11
1 3. Preformed Polymer Tape
2 a. This method shall be used to install and replace crosswalks, stop-lines, and
3 legends.
4 b. The applied marking shall adhere to the pavement surface with no slippage or
5 lifting and have square ends, straight lines and clean edges.
6 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
7 this Specification.
8 4. Preformed Heat-Activated Thermoplastic Tape
9 a. This method shall be used to install and replace crosswalks, stop-lines, and
10 legends.
11 b. The applied marking shall adhere to the pavement surface with no slippage or
12 lifting and have square ends, straight lines and clean edges.
13 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
14 this Specification.
15 C. Raised Markers
16 1. All permanent raised pavement markers on Portland Cement roadways shall be
17 installed with epoxy adhesive. Bituminous adhesive is not acceptable.
18 2. All permanent raised pavement markers on new asphalt roadways may be installed
19 with epoxy or bituminous adhesive.
20 3. A chalk line,chain or equivalent shall be used during layout to ensure that
21 individual markers are properly aligned. All markers shall be placed uniformly
22 along the line to achieve a smooth continuous appearance.
23 D. Work Zone Markings
24 1. Work shall be performed with as little disruption to traffic as possible.
25 2. Install longitudinal markings on pavement surfaces before opening to traffic.
26 3. Maintain lane alignment traffic control devices and operations until markings are
27 installed.
28 4. Install markings in proper alignment in accordance with the Texas MLPTCD and as
29 shown on the Drawings.
30 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement
31 of a surface treatment, unless otherwise shown on the Drawings.
32 6. Place markings in proper alignment with the location of the final pavement
33 markings.
34 7. Do not use raised pavement markers for words, symbols, shapes,or diagonal or
35 transverse lines.
36 8. All markings shall be visible from a distance of 300 feet in daylight conditions and
37 from a distance of at least 160 feet in nighttime conditions, illuminated by low-
38 beam automobile headlight.
39 9. The daytime and nighttime reflected color of the markings must be distinctly white
40 or yellow.
41 10. The markings must exhibit uniform retroreflective characteristics.
42 11. Epoxy adhesives shall not be used to work zone markings.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
` City Project No.100993
32 17 23-10
PAVEMENT MARKINGS
Page 10 of 11 "-
1 3.4 REMOVALS
2 1. Pavement Marking and Marker Removal •-
3 a. The industry's best practice shall be used to remove existing pavement
4 markings and markers.
5 b. If the roadway is being damaged during the marker removal, Work shall be
6 halted until consultation with the City.
7 c. Removals shall be done in such a matter that color and texture contrast of the
8 pavement surface will be held to a minimum. ,
9 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than
10 '/a inch in depth resulting from the removal of pavement markings and markers.
11 Driveway patch asphalt emulsion may be broom applied to reseal damage to
12 asphaltic surfaces.
13 e. Dispose of markers in accordance with federal, state, and local regulations.
14 f. Use any of the following methods unless otherwise shown on the Drawings.
15 1) Surface Treatment Method
16 a) Apply surface treatment at rates shown on the Drawings or as directed.
17 Place a surface treatment a minimum of 2 feet wide to cover the
18 existing marking.
19 b) Place a surface treatment, thin overlay,or microsurfacing a minimum
20 of 1 lane in width in areas where directional changes of traffic are
21 involved or in other areas as directed by the City. --
22 2) Burn Method
23 a) Use an approved burning method.
24 b) For thermoplastic pavement markings or prefabricated pavement
25 markings,heat may be applied to remove the bulk of the marking
26 material prior to blast cleaning.
27 c) When using heat, avoid spalling pavement surfaces.
28 d) Sweeping or light blast cleaning may be used to remove minor residue.
29 3) Blasting Method
30 a) Use a blasting method such as water blasting,abrasive blasting,water
31 abrasive blasting, shot blasting, slurry blasting, water-injected abrasive
32 blasting,or brush blasting as approved.
33 b) Remove pavement markings on concrete surfaces by a blasting method
34 only.
35 4) Mechanical Method
36 a) Use any mechanical method except grinding.
37 b) Flail milling is acceptable in the removal of markings on asphalt and
38 concrete surfaces.
39 2. If a location is to be paved over, no additional compensation will be allowed for
40 marking or marker removal.
41 3.5 REPAIR/RESTORATION[NOT USED]
42 3.6 RE-INSTALLATION [NOT USED] ..
43 3.7 FIELD QUALITY CONTROL
44 A. All lines must have clean edges, square ends,and be uniform cross-section. ..
45 B. The density and quality of markings shall be uniform throughout their thickness.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
32 17 23-11
PAVEMENT MARKINGS
Page 11 of 11
1 C. The applied markings shall have no more than 5 percent,by area,of holes or voids and
2 shall be free of blisters.
3 3.8 SYSTEM STARTUP[NOT USED]
4 3.9 ADJUSTING [NOT USED]
5 3.10 CLEANING
6 A. Contractor shall clean up and remove all loose material resulting from construction
7 operations.
8 3.11 CLOSEOUT ACTIVITIES [NOT USED]
9 3.12 PROTECTION [NOT USED]
10 3.13 MAINTENANCE [NOT USED]
11 3.14 ATTACHMENTS [NOT USED]
12 END OF SECTION
13
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/13 S.Arnold Removed paint type marking,updated references,added sealer language
14
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
"" City Project No.100993
323113-1
CHAIN LINK FENCE AND GATES
Page 1 of 7
1 SECTION 32 3113
2 CHAIN LINK FENCE AND GATES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Galvanized coated chain link(non-security)fencing and accessories in accordance
7 with the City's Zoning Ordinance.
8 2. Wrought iron fencing and accessories
9 3. Steel tube fencing and accessories
10 4. On utility projects:
,.. 11 a. When existing fence is within the project Site(i.e. parallel to the utility trench
12 and/or within utility easement)and is directly disturbed by construction
13 activities,fencing will be paid for as listed in Article 1.2 below.
.� 14 b. When existing fence is crossing the proposed utility trench,the work performed
15 and materials furnished in accordance with fence replacement will be
16 considered subsidiary to the trench and no other compensation will be allowed.
17 c. When existing fence is outside of the limits of the project Site or is identified as
18 protected on the Drawings and is disturbed and/or by construction activities,
19 replacement will be at the expense of the Contractor and no other compensation
20 will be allowed.
�. 21 B. Deviations from this City of Fort Worth Standard Specification
22 1. For Miscellaneous Water and Sewer Contracts,fence repair/replacements
23 shall be subsidiary to the price bid per linear foot of pipe. No additional
24 compensation will be allowed.
25 C. Related Specification Sections include,but are not necessarily limited to:
26 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract
27 2. Division 1 -General Requirements
28 1.2 PRICE AND PAYMENT PROCEDURES
29 A. Measurement and Payment
30 1. Chain Link Fence
31 a. Measurement
32 1) Measurement for this Item shall be by the linear foot of Chain Link Fence
33 installed.
34 b. Payment
35 1) The work performed and materials furnished in accordance with this Item
36 and measured as provided under"Measurement"will be paid for at the unit
37 price bid per linear foot of Chain Link Fence installed for various:
38 a) Heights
39 b) Fabric materials
40 c. The price bid shall include:
41 1) Furnishing and installing all fence and gate materials
42 2) Mow strip,if shown in Drawings
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3231 13-2
CHAIN LINK FENCE AND GATES
Page 2 of 7 --
1 3) Cleanup
2 4) Hauling
3 2. Wrought Iron Fence
4 a. Measurement
5 1) Measurement for this Item shall be by the linear foot of Wrought Iron
6 Fence installed.
7 b. Payment
8 1) The work performed and materials furnished in accordance with this Item
9 and measured as provided under"Measurement"will be paid for at the unit
10 price bid per linear foot of Wrought Iron Fence installed for various
11 heights.
12 c. The price bid shall include:
13 1) Furnishing and installing all fence and gate materials
14 2) Mow strip, if shown in Drawings
15 3) Cleanup
16 4) Hauling
17 3. Steel Tube Fence
18 a. Measurement
19 1) Measurement for this Item shall be by the linear foot of Steel Tube Fence
20 installed.
21 b. Payment .
22 1) The work performed and materials furnished in accordance with this Item
23 and measured as provided under"Measurement"will be paid for at the unit
24 price bid per linear foot of Steel Tube Fence installed for various heights.
25 c. The price bid shall include:
26 1) Furnishing and installing all fence and gate materials
27 2) Mow strip, if shown in Drawings
28 3) Cleanup
29 4)- Hauling
30 1.3 REFERENCES
31 A. Reference Standards
32 1. Reference standards cited in this specification refer to the current reference standard
33 published at the time of the latest revision date logged at the end of this -
34 specification,unless a date is specifically cited.
35 2. American Society for Testing and Materials (ASTM):
36 a. A 36, Standard Specification for Carbon Structural Steel
37 b. A 123, Standard Specification for Zinc(Hot-Dip Galvanized)Coatings on Iron
38 and Steel Products
39 c. A 392, Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric
40 d. A 500, Standard Specification for Cold-Formed Welded and Seamless Carbon
41 Steel Structural Tubing in Rounds and Shapes
42 e. F 626, Standard Specification for Fence Fittings
43 f. F 1043,Standard Specification for Strength and Protective Coatings on Steel
44 Industrial Chain Link Fence Framework
45 g. F 1083, Standard Specification for Pipe, Steel,Hot-Dipped Zinc-Coated
46 (Galvanized)Welded, for Fence Structures
47 h. F 1183,Specification for Aluminum Alloy Chain Link Fence Fabric
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3231 13-3
CHAIN LINK FENCE AND GATES
Page 3 of 7
1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
.,. 2 1.5 ACTION SUBMITTALS
3 A. Shop drawings
4 1. Layout of fences and gates with dimensions, details,and finishes of components,
5 accessories and post foundations if requested by the City.
6 B. Product data
7 1. Manufacturer's catalog cuts indicating material compliance and specified options.
8 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE [NOT USED]
12 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
13 1.11 FIELD [SITE] CONDITIONS [NOT USED]
.� 14 1.12 WARRANTY [NOT USED]
15 PART 2- PRODUCTS
16 2.1 OWNER-FURNISHED [NOT USED]
17 2.2 MANUFACTURED UNITS/MATERIALS
18 A. Manufacturer
19 1. Minimum of 5 years of experience manufacturing galvanized coated chain link
20 fencing.
21 2. Approved Manufacturer or equal:
22 a. Allied Fence,Inc.
-- 23 b. American Fence Corp.
24 c. Anchor Fence,Inc.
25 d. Master Halco,Inc.
26 B. Materials
27 1. Chain Link Fence
28 a. General
29 1) Posts, gate frames,braces,rails, stretcher bars,truss rods and tension wire
30 shall be of steel.
31 2) Gate hinges,post caps,barbed wire supporting arms, stretcher bar bands
32 and other parts shall be of steel, malleable iron,ductile iron or equal
33 3) Post tops,rail end, ties and clips may be of aluminum.
34 4) Use only new material,or salvaged/existing material if approved by City or
35 noted on Drawings.
36 b. Steel Fabric
37 1) Fabric
38 a) No. 9 gauge
39 b) 2-inch mesh
40 (1) Commercial: both top and bottom selvages twisted and barged
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3231 13-4
CHAIN LINK FENCE AND GATES
Page 4 of 7
1 Residential: match existing or both top and bottom selvages knuckled
2 (2) Furnish 1-piece fabric widths.
3 2) Fabric Finish: Galvanized,ASTM A 392,Class I,with not less than 1.2 oz.
4 zinc per square foot of surface.
5 c. Aluminum Fabric
6 1) Fabric
7 a) ASTM F 1183
8 b) No. 9 gauge
9 c) 2-inch mesh, with both top and bottom selvages twisted and barged.
10 d) Furnish 1-piece fabric widths.
11 d. Steel Framing
12 1) Steel pipe-Type I --
13 a) ASTM F 1083
14 b) Standard weight schedule 40
15 c) Minimum yield strength: 30,000 psi
16 d) Sizes as indicated
17 e) Hot-dipped galvanized with minimum average 1.8 oz/ft2 of coated
18 surface area
19 2) Steel pipe-Type H
20 a) ASTM F 1043,Group IC
21 b) Minimum yield strength: 50,000 psi
22 c) Sizes as indicated on Drawings
23 d) Protective coating per ASTM F 1043
24 (1) External coating Type B
25 (a) Zinc with organic overcoat
26 (b) 0.9 oz/ft2 minimum zinc coating with chromate conversion
27 coating and verifiable polymer film
28 (2) Internal coating Type B
29 (a) Minimum 0.9 oz/ft2 zinc or Type D, zinc pigmented, 81 percent
30 nominal coating, minimum 3 mils
31 3) Formed steel("C") sections:
32 a) Roll formed steel shapes complying with ASTM F 1043, Group H
33 b) Minimum yield strength: 45,000 psi(310 MPa)
34 c) Sizes as indicated on Drawings
35 d) External coating per ASTM F 1043,Type A
36 (1) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123
37 4) Steel square sections
38 a) ASTM A 500,Grade B
39 b) Minimum yield strength: 40,000 psi
40 c) Sizes as indicated on Drawings
41 d) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area
42 e. Accessories
43 1) Chain link fence accessories
44 a) ASTM F 626
45 b) Provide items required to complete fence system.
46 c) Galvanize each ferrous metal item and finish to match framing.
47 2) Post caps _
48 a) Formed steel or cast malleable iron weather tight closure cap for
49 tubular posts.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3231 13-5
CHAIN LINK FENCE AND GATES
Page 5 of 7
1 b) Provide 1 cap for each post.
2 c) Cap to have provision for barbed wire when necessary.
3 d) "C"shaped line post without top rail or barbed wire supporting arms do
4 not require post caps.
5 e) Where top rail is used,provide tops to permit passage of top rail.
` 6 3) Top rail and rail ends
7 a) 15/8 inch diameter galvanized round pipe for horizontal railing
8 b) Pressed steel per ASTM F626
9 c) For connection of rail and brace to terminal posts
10 4) Top rail sleeves
11 a) 7-inch expansion sleeve with a minimum 0.137 inch wire diameter and
12 1.80 inch length spring, allowing for expansion and contraction of top
13 rail
14 5) Wire ties
15 a) 9 gauge galvanized steel wire for attachment of fabric to line posts
16 b) Double wrap 13 gauge for rails and braces.
17 c) Hog ring ties of 12-1/2 gauge for attachment
18 6) Brace and tension(stretcher bar)bands
19 a) Pressed steel
20 b) Minimum 300 degree profile curvature for secure fence post attachment
21 c) At square post provide tension bar clips.
22 7) Tension(stretcher)bars:
23 a) 1 piece lengths equal to 2 inches less than full height of fabric
24 b) Minimum cross-section of 3/16 inch x 3/4 inch
- 25 c) Provide tension(stretcher)bars where chain link fabric meets terminal
26 posts.
27 8) Tension wire
.. 28 a) Galvanized coated steel wire,6 gauge, [0.192 inch] diameter wire
29 b) Tensile strength:75,000 psi
30 9) Truss rods &tightener
31 a) Steel rods with minimum diameter of 5/16 inch
32 b) Capable of withstanding a tension of minimum 2,000 pounds
33 10) Nuts and bolts are galvanized.
34 2. Wrought Iron Fence: specified per Drawings.
35 3. Steel Tube Fence: specified per Drawings.
36 4. Setting Materials
37 a. Concrete
38 1) Minimum 28 day compressive strength of 3,000 psi
39 2) Bagged concrete allowed.
40 b. Drive Anchors
41 1) Galvanized angles
42 2) ASTM A 36 steel
43 3) 1 inch x 1 inch x 30 inch galvanized shoe clamps to secure angles to posts.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3231 13-6
CHAIN LINK FENCE AND GATES
Page 6 of 7
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED] -
3 PART 3- EXECUTION
4 3.1 INSTALLERS [NOT USED]
5 3.2 EXAMINATION
6 A. Verification of Conditions
7 1. Verify areas to receive fencing are completed to final grades and elevations.
8 2. Ensure property lines and legal boundaries of work are clearly established
9 3.3 PREPARATION [NOT USED]
10 3.4 INSTALLATION
11 A. Chain Link Fence Framing
12 1. Locate terminal post at each fence termination and change in horizontal or vertical
13 direction of 30 degrees or more.
14 2. Space line posts uniformly at 10 feet on center.
15 3. Set all posts in concrete
16 a. Drill holes in firm,undisturbed or compacted soil.
17 b. Drill hole diameter 4 times greater than outside dimension of post.
18 c. Set post bottom 24 inches below surface when in firm, undisturbed soil.
19 d. Excavate deeper as required for adequate support in soft and loose soils, and for
20 posts with heavy lateral loads.
21 e. Place concrete around posts in a continuous pour. Trowel finish around post.
22 Slope to direct water away from posts. .-
23 4. Check each post for vertical and top alignment,and maintain in position during
24 placement and finishing operations.
25 5. Bracing
26 a. Install horizontal pipe brace at mid-height for fences 6 feet and taller,on each
27 side of terminal posts.
28 b. Firmly attach with fittings.
29 c. Install diagonal truss rods at these points.
30 d. Adjust truss rod,ensuring posts remain plumb.
31 6. Tension wire --
32 a. Provide tension wire at bottom of fabric and at top, if top rail is not specified.
33 b. Install tension wire before stretching fabric and attach to each post with ties.
34 c. Secure tension wire to fabric with 12-1/2 gauge hog rings 24 inches on center.
35 7. Top rail
36 a. Install lengths,21 feet
37 b. Connect joints with sleeves for rigid connections for expansion/contraction.
38 8. Center Rails for fabric height 12 feet and taller.
39 a. Install mid rails between posts with fittings and accessories.
40 9. Bottom Rails: Install bottom rails between posts with fittings and accessories.
41 B. Chain Link Fabric Installation
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 "-`
3231 13-7
CHAIN LINK FENCE AND GATES
Page 7 of 7
1 1. Fabric
2 a. Install fabric on security side and attach so that fabric remains in tension after
3 pulling force is released.
4 b. Leave approximately 2 inches between finish grade and bottom selvage.
5 c. Attach fabric with wire ties to line posts at 15 inches on center and to rails,
6 braces,and tension wire at 24 inches on center.
7 2. Tension(stretcher)bars
8 a. Pull fabric taut.
9 b. Thread tension bar through fabric and attach to terminal posts with bands or
10 clips spaced maximum of 15 inches on center.
11 3. Accessories
12 a. Tie wires: Bend ends of wire to minimize hazard to persons and clothing.
13 b. Fasteners: Install nuts on side of fence opposite fabric side for added security.
14 c. Slats: Install slats in accordance with manufacturer's instructions.
15 C. Wrought Iron Installation: install per Drawings
16 D. Steel Tube Fence: install per Drawings
17 3.5 REPAIR/RESTORATION [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD QUALITY CONTROL[NOT USED]
20 3.8 SYSTEM STARTUP[NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING[NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.LA.modified to describe when City would pay for fence replacement on utility
projects
29
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
323126-1
WIRE FENCE AND GATES
Page 1 of 6
1 SECTION 32 3126
2 WIRE FENCE AND GATES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Furnish and construct fence of barbed or smooth wire.
7 2. On utility projects:
-^ 8 a. When existing fence is within the project Site(i.e. parallel to the utility trench
9 and/or within utility easement) and is directly disturbed by construction
10 activities, fencing will be paid for as listed in Article 1.2 below.
11 b. When existing fence is crossing the proposed utility trench,the work performed
12 and materials furnished in accordance with fence replacement will be
13 considered subsidiary to the trench and no other compensation will be allowed.
14 c. When existing fence is outside of the limits of the project Site or is identified as
15 protected on the Drawings and is disturbed and/or by construction activities,
16 replacement will be at the expense of the Contractor and no other compensation
17 will be allowed.
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. For Miscellaneous Water and Sewer Contracts,fence repair/replacements
20 shall be subsidiary to the price bid per linear foot of pipe.No additional
21 compensation will be allowed.
22 C. Related Specification Sections include,but are not necessarily limited to:
23 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract
24 2. Division 1 -General Requirements
25 1.2 PRICE AND PAYMENT PROCEDURES
26 A. Measurement and Payment
27 1. Wire Fence
28 a. Measurement
29 1) Measurement for this Item shall be by the linear foot of Wire Fence,
30 excluding gates.
31 b. Payment
32 1) The work performed and materials furnished in accordance with this Item
33 and measured as provided under"Measurement"will be paid for at the unit
34 price bid per linear foot of Wire fence installed for various:
35 a) Post types
36 b) Wire types
�. 37 c) Number of Strands as specified in the Drawings
38 c. The price bid shall include:
39 1) Removal of existing fence and/or,unless specifically defined as a separate
40 pay item on Drawings
41 2) Furnishing,preparing, hauling, and installing Wire Fence
42 3) Excavation,backfilling, and disposal of surplus material
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
323126-2
WIRE FENCE AND GATES
Page 2 of 6
1 4) Removal and trimming of brush and tree limbs
2 2. Steel Gates �.
3 a. Measurement
4 1) Measurement for this Item shall be per each Steel Fence.
5 b. Payment
6 1) The work performed and materials furnished in accordance with this Item
7 and measured as provided under"Measurement"will be paid for at the unit
8 price bid per each Steel Gate by height.
9 c. The price bid shall include: _.
10 1) Removal of existing fence and/or gates, unless specifically defined as a
11 separate pay item on Drawings
12 2) Furnishing,preparing, hauling,and installing Steel Gates
13 3) Excavation,backfilling,and disposal of surplus material
14 4) Removal and trimming of brush and tree limbs
15 1.3 REFERENCES .r
16 A. Reference Standards
17 1. Reference standards cited in this specification refer to the current reference standard
18 published at the time of the latest revision date logged at the end of this
19 specification,unless a date is specifically cited.
20 2. American Society for Testing and Materials(ASTM): --
21 a. A 702, Standard Specification for Steel Fence Posts and Assemblies,Hot
22 Wrought
23 b. A 121, Standard Specification for Metallic-Coated,Carbon Steel Barbed Wire
24 c. A 116, Standard Specification for Metallic-Coated, Steel Woven Wire Fence
25 Fabric
26 d. F 1083,Standard Specification for Pipe,Steel,Hot-Dipped Zinc-Coated
27 (Galvanized)Welded,for Fence Structures
28 3. American Wood Protection Association(AWPA)
29 a. P8/P9,Standard for Oil-Borne Preservatives
30 b. C5,Fence Posts-Preservative Treatment by Pressure Processes
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 '"
323126-3
WIRE FENCE AND GATES
Page 3 of 6
1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
.. 2 1.5 ACTION SUBMITTALS [NOT USED]
3 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
4 1.7 CLOSEOUT SUBMITTALS [NOT USED]
5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANCE [NOT USED]
7 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
8 1.11 FIELD[SITE] CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
10 PART 2- PRODUCTS
11 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
12 2.2 MATERIALS
13 A. Furnish materials in accordance with details shown on the Drawings and with the
14 following requirements.
'® 15 B. Metal Posts and Braces
16 1. Steel Pipe: ASTM F 1083
17 2. T posts: ASTM A 702
18 3. Use only new steel.Do not use rerolled or open-seam material.
19 4. Furnish galvanized steel sections in ASTM F 1083.
20 5. Painting
21 a. Use an approved anticorrosive coating.
22 b. After installation of painted posts and braces,spot-coat damaged areas with the
23 same paint color.
24 c. Use paint with at least the same anticorrosive properties as the original paint.
25 6. Use the size,weight,and area of posts,braces,and anchor plates shown on the
-- 26 Drawings.
27 C. Wood Posts and Braces
28 1. Untreated Wood:cedar or juniper timber
29 2. Treated Wood
30 a. AWPA standards govern materials and methods of treatments including
31 seasoning,preservatives, and inspection for treatment.
32 b. Each piece or bundle of other treated-timber products must have:
33 1) Legible brand mark or tag indicating the name of the treater
34 2) Date of treatment or lot number
35 3) AWPA treatment specification symbol
36 c. Provide the level of preservative indicated in Table 1.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
323126-4
WIRE FENCE AND GATES
Page 4 of 6
1 Table 1
2 Minimum Retention of Preservative
Penta-
Product chlorophenol AWPA
pbJcu.ft.) Standard
AWPA for
Preservative (P8/P9) Treatment
Standard
Wire fence posts
(round)` 0.4 CS
3 1.Retention determined by assay(0 to 1.0-inch zone). �.
4 3. Use sound timber that is free from decay, shakes, splits,or other defects that would
5 weaken the posts or braces or otherwise make them structurally unsuitable for the
6 purposes intended.
7 4. Knots that are sound,tight, trimmed flush, and not in clusters will be allowed,
8 provided they do not exceed 1/3 of the small diameter or the least dimension of the
9 posts and braces.
10 5. Remove spurs and splinters,cutting the ends square.
11 D. Gates and Gateposts: Furnish materials to the required dimensions.
12 E. Barbed and Smooth Wire: ASTM A 121,Class 1
13 1. Use wire consisting of 2 strand, 12 1/2 gauge,twisted wire
14 2. Barbed Wire: 2-point 14 gauge barbs spaced no more than 5 inches apart
15 F. Wire Mesh: ASTM A 116,Class 1
16 1. Top and bottom wires: at least 10 gauge wire
17 2. Intermediate wires and vertical stays: 12 1/2 gauge wire
18 G. Miscellaneous
19 1. Furnish galvanized bolts, nuts, washers,braces, straps,and suitable devices for
20 holding barbed wire and wire mesh firmly to metal posts.
21 2. Use material of good commercial quality and design. ._
22 3. Provide galvanized staples, at least 1 1/2 inch long.
23 H. Concrete
24 1. Minimum 28 day compressive strength of 3,000 psi
25 2. Bagged concrete allowed.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3- EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 INSTALLATION
33 A. Space fence posts as shown on the Drawings or to match existing.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 "'"
323126-5
WIRE FENCE AND GATES
Page 5 of 6
1 B. Set fence posts plumb and firm at the intervals,depth, and grade shown on the
2 Drawings or to match existing.
3 C. Brace corner and pull posts in 2 directions.
4 D. Brace end posts and gateposts in 1 direction.
5 E. Install a corner post where the alignment changes 30 degrees or more.
6 F. At alignment angles between 15 and 30 degrees,brace the angle post to the adjacent
7 line posts with diagonal tension wires.
8 G. At grade depressions where stresses tend to pull posts out of the ground, snub or guy
9 the fencing at the critical point with a double 9 gauge galvanized wire.
10 H. Connect the wire to the top horizontal line of the barbed wire or to the top and bottom
11 wire or wire mesh fabric, and to a deadman weighing at least 100 pounds.
— 12 I. Stretch the fence before guying and snubbing.
13 J. Install number stands at spacing shown in Drawings.
14 K. Install corner,end,or angle post assembly before stretching the wire between posts.
15 L. Connect existing cross fences to the new fences and corner posts at junctions with
16 existing fences.
17 M. While drawing barbed wire and wire fabric taut,fasten to posts using galvanized ties or
18 staples,or as shown on the Drawings.
19 N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 feet
20 intervals for wood posts.
21 O. Drive metal line posts provided driving does not damage the posts.
22 P. Set metal corners, ends,pull posts,and braces in concrete footings a minimum of 24
23 inches and crowned at the top to shed water.
... 24 Q. Thoroughly tamp backfill in 4 inch layers.
25 R. Notch timber posts.
26 3.5 REPAIR/RESTORATION [NOT USED]
27 3.6 RE-INSTALLATION [NOT USED]
28 3.7 FIELD QUALITY CONTROL [NOT USED]
29 3.8 SYSTEM STARTUP[NOT USED]
30 3.9 ADJUSTING [NOT USED]
31 3.10 CLEANING[NOT USED]
32 3.11 CLOSEOUT ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
"` City Project No.100993
323126-6
WIRE FENCE AND GATES
Page 6 of 6
1 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.1.A.modified to describe when City would pay for fence replacement on utility «—
projects
2
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
323129-1
WOOD FENCE AND GATES
Pagel of 5
1 SECTION 32 3129
2 WOOD FENCE AND GATES
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Construction of wood fences and gates along boundaries,property lines in
7 accordance with the City's Zoning Ordinance.
. 8 2. On utility projects:
9 a. When existing fence is within the project Site(i.e. parallel to the utility trench
10 and/or within utility easement)and is directly disturbed by construction
11 activities, fencing will be paid for as listed in Article 1.2 below.
12 b. When existing fence is crossing the proposed utility trench,the work performed
13 and materials furnished in accordance with fence replacement will be
14 considered subsidiary to the trench and no other compensation will be allowed.
15 c. When existing fence is outside of the limits of the project Site or is identified as
16 protected on the Drawings and is disturbed and/or by construction activities,
17 replacement will be at the expense of the Contractor and no other compensation
18 will be allowed.
19 B. Deviations from this City of Fort Worth Standard Specification
.. 20 1. For Miscellaneous Water and Sewer Contracts,fence repair/replacements
21 shall be subsidiary to the price bid per linear foot of pipe.No additional
22 compensation will be allowed.
23 C. Related Specification Sections include,but are not necessarily limited to:
24 1. Division 0-Bidding Requirements, Contract Forms,and Conditions of the Contract
25 2. Division 1 -General Requirements
26 1.2 PRICE AND PAYMENT PROCEDURES
27 A. Measurement and Payment
28 1. Measurement
29 a. Measurement for this Item shall be by the linear foot of Wood Fence installed,
30 including gates.
31 2. Payment
32 a. The work performed and materials furnished in accordance with this Item and
33 measured as provided under"Measurement"will be paid for at the unit price
34 bid per linear foot of Wood Fence installed for by height.
35 3. The price bid shall include:
36 a. Furnishing all materials for fence and gates
37 b. All preparation,erection and installation of materials
38 1.3 REFERENCES
39 A. Reference Standards
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
323129-2
WOOD FENCE AND GATES
Page 2 of 5
1 1. Reference standards cited in this specification refer to the current reference standard
2 published at the time of the latest revision date logged at the end of this
3 specification,unless a date is specifically cited.
4 2. American Society for Testing and Materials (ASTM):
5 a. A 123, Standard Specification for Zinc(Hot-Dip Galvanized) Coatings on Iron
6 and Steel Products
7 b. A 500, Standard Specification for Cold-Formed Welded and Seamless Carbon
8 Steel Structural Tubing in Rounds and Shapes
9 c. F 1043,Standard Specification for Strength and Protective Coatings on Steel
10 Industrial Chain Link Fence Framework
11 d. F 1083,Standard Specification for Pipe,Steel,Hot-Dipped Zinc-Coated
12 (Galvanized) Welded,for Fence Structures
13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
14 1.5 SUBMITTALS --
15 A. Shop drawings: Layout offences and gates with dimensions,details, and finishes of
16 components, accessories and post foundations
17 B. Product data: Manufacturer's catalog cuts indicating material compliance and specified
18 options
19 C. Building Permit:All fences over 6 feet
20 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
21 1.7 CLOSEOUT SUBMITTALS [NOT USED]
22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
23 1.9 QUALITY ASSURANCE [NOT USED]
24 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED]
25 1.11 FIELD [SITE] CONDITIONS [NOT USED]
26 1.12 WARRANTY [NOT USED] ..
27 PART 2 - PRODUCTS
28 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
29 2.2 MATERIALS
30 A. General
31 1. Gate hinges and post caps shall be of steel, malleable iron,ductile iron or equal.
32 2. Post tops may be of aluminum
33 B. Slats: Redwood or cedar free from all major decay or defects which would weaken or
34 otherwise cause them to be unsuitable for fence slats.
35 C. Bottom and Top Rail:Minimum 2-inch x 4-inch x 8-foot cedar stud or match existing.
36 D. Corner,Gate,End,or Line Posts
37 1. Wood Posts
38 a. Minimum size: 4-inch x 4-inch cedar wood post or match existing
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
323129-3
WOOD FENCE AND GATES
Page 3 of 5
1 b. Free from all decay, splits,multiple cracks,or any other defect which would
2 weaken the posts or otherwise cause them to be structurally unsuitable for the
3 purpose intended
4 2. Steel Posts
5 a. Steel pipe-Type I
6 1) ASTM F 1083
7 2) Standard weight schedule 40
8 3) Minimum yield strength: 30,000 psi
9 4) Sizes as indicated on Drawings
10 5) Hot-dipped galvanized with minimum average 1.8 oz/ft2 of coated surface
11 area.
12 b. Steel pipe-Type R
13 1) ASTM F 1043,Group IC
14 2) Minimum yield strength: 50,000 psi
15 3) Sizes as indicated on Drawings
16 4) Protective coating per ASTM F 1043
17 5) External coating Type B
18 a) Zinc with organic overcoat
19 b) 0.9 oz/ft2 minimum zinc coating with chromate conversion coating and
20 verifiable polymer film
21 6) Internal coating Type B
22 a) Minimum 0.9 oz/ft2 zinc or Type D,zinc pigmented, 81 percent
23 nominal coating,minimum 3 mils
24 c. Formed steel("C")sections
25 1) Roll formed steel shapes complying with ASTM F 1043, Group H
26 2) Minimum yield strength:45,000 psi(310 MPa)
27 3) Sizes as indicated on Drawings
28 4) External coating per ASTM F 1043,Type A
29 a) Minimum average 2.0 oz/ft2 of zinc per ASTM A 123
30 d. Steel square sections
31 1) ASTM A 500,Grade B
32 2) Minimum yield strength: 40,000 psi
33 3) Sizes as indicated
34 4) Hot-dipped galvanized with minimum 1.8 oz/ft2 of coated surface area
35 3. Accessories
36 a. Post caps
37 1) Formed steel or cast malleable iron weather tight closure cap for tubular
38 posts.
39 2) Provide one cap for each post.
40 3) Cap to have provision for barbed wire when necessary.
41 4) "C"shaped line post without top rail or barbed wire supporting arms do not
42 require post caps.
43 5) Where top rail is used,provide tops to permit passage of top rail.
44 4. Setting Materials
45 a. Concrete
46 1) Minimum 28 day compressive strength of 3,000 psi
47 2) Bagged concrete allowed.
48 2.3 ACCESSORIES [NOT USED]
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
323129-4
WOOD FENCE AND GATES
Page 4 of 5
1 2.4 SOURCE QUALITY CONTROL [NOT USED]
2 PART 3- EXECUTION
3 3.1 INSTALLERS [NOT USED]
4 3.2 EXAMINATION I
5 A. Verification of Conditions
6 1. Verify areas to receive fencing are completed to final grades and elevations.
7 2. Ensure property lines and legal boundaries of work are clearly established.
8 3.3 PREPARATION [NOT USED]
9 3.4 INSTALLATION
10 A. Wood Fence Framing
11 1. Steel Posts are required for all required screening fences.
12 2. Locate terminal post at each fence termination and change in horizontal or vertical
13 direction of 30 degrees or more.
14 3. Space line posts uniformly at 10 feet on center.
15 4. Set all posts in concrete.
16 a. Drill holes in firm, undisturbed or compacted soil.
17 b. Drill hole diameter 4 times greater than outside dimension of post(minimum
18 12 inches).
19 c. Set post bottom 24 inches below surface when in firm,undisturbed soil.
20 d. Excavate deeper as required for adequate support in soft and loose soils, and
21 for posts with heavy lateral loads.
22 e. Place concrete around posts in a continuous pour.
23 f. Trowel finish around post. Slope to direct water away from posts.
24 5. Check each post for vertical and top alignment,and maintain in position during
25 placement and finishing operations.
26 B. Slats
27 1. Place slats approximately 1 inch above the ground,and on a straight grade between
28 posts by excavating high points of the ground.
29 2. Fasten slats to top and bottom railings with 2 galvanized screws designed for wood
30 fence construction at both the top and bottom rail.
1
1
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993 I
323129-5
WOOD FENCE AND GATES
Page 5 of 5
1 3.5 REPAIR/RESTORATION [NOT USED]
.- 2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP[NOT USED]
5 3.9 ADJUSTING[NOT USED]
6 3.10 CLEANING[NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.1.A.modified to describe when City would pay for fence replacement on utility
projects
13
,r.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
nn City Project No.100993
330514-1
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 1 of 8
1 SECTION 33 0514
2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO
3 GRADE
am
4 PART1 - GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Vertical adjustments to manholes,drop inlets, valve boxes,cathodic protection test
8 stations and other miscellaneous structures to a new grade
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. 1.2 Price and Payment Procedures
11 A.Measurement and Payment
12 5. Valve Box
13 b.For Miscellaneous Contacts,Valve Box Adjustments are
14 incidental and subsidiary to the valve installation cost.
15 C. Related Specification Sections include,but are not necessarily limited to:
16 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the
17 Contract
18 2. Division 1 —General Requirements
19 3. Section 32 01 17—Permanent Asphalt paving Repair
.. 20 4. Section 32 0129—Concrete Paving Repair
21 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill
22 6. Section 33 05 13—Frame,Cover and Grade Rings
23 7. Section 33 39 10—Cast-in-Place Concrete Manholes
24 8. Section 33 39 20—Precast Concrete Manholes
25 9. Section 33 12 20—Resilient Seated(Wedge)Gate Valve
26 10. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve
27 11. Section 33 04 11 —Corrosion Control Test Station
28 12. Section 33 04 12—Magnesium Anode Cathodic Protection System
29 1.2 PRICE AND PAYMENT PROCEDURES
�^ 30 A. Measurement and Payment
31 1. Manhole—Minor Adjustment
32 a. Measurement
33 1) Measurement for this Item shall be per each adjustment using only grade
34 rings or other minor adjustment devices to raise or lower a manhole to a
35 grade as specified on the Drawings.
36 b. Payment
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
330514-2
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 2 of 8
1 1) The work performed and the materials furnished in accordance with this
2 Item will be paid for at the unit price bid per each"Manhole Adjustment,
3 Minor"completed
4 c. The price bid shall include:
5 1) Pavement removal
6 2) Excavation
7 3) Hauling
8 4) Disposal of excess material
9 5) Grade rings or other adjustment device
10 6) Reuse of the existing manhole frame and cover
11 7) Furnishing,placing and compaction of embedment and backfill
12 8) Concrete base material
13 9) Permanent asphalt patch or concrete paving repair,as required
14 10) Clean-up
15 2. Manhole-Major Adjustment ..
16 a. Measurement
17 1) Measurement for this Item shall be per each adjustment requiring structural
18 modifications to raise or lower a manhole to a grade as specified on the
19 Drawings.
20 b. Payment
21 1) The work performed and the materials furnished in accordance with this ..
22 Item will be paid for at the unit price bid per each"Manhole Adjustment,
23 Major"completed.
24 c. The price bid shall include:
25 1) Pavement removal
26 2) Excavation
27 3) Hauling
28 4) Disposal of excess material "
29 5) Structural modifications, grade rings or other adjustment device
30 6) Reuse of the existing manhole frame and cover
31 7) Furnishing,placing and compaction of embedment and backfill
32 8) Concrete base material
33 9) Permanent asphalt patch or concrete paving repair, as required
34 10) Clean-up --
35 3. Manhole-Major Adjustment with Frame and Cover
36 a. Measurement
37 1) Measurement for this Item shall be per each adjustment requiring structural
38 modifications to raise or lower a manhole to a grade specified on the
39 Drawings or structural modifications for a manhole requiring a new frame
40 and cover,often for changes to cover diameter.
41 b. Payment
42 1) The work performed and the materials furnished in accordance with this
43 Item will be paid for at the unit price bid per each"Manhole Adjustment,
44 Major w/Cover"completed.
45 c. The price bid shall include:
46 1) Pavement removal
47 2) Excavation
48 3) Hauling
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
330514-3
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 3 of 8
1 4) Disposal of excess material
2 5) Structural modifications,grade rings or other adjustment device
3 6) Frame and cover
4 7) Furnishing,placing and compaction of embedment and backfill
5 8) Concrete base material
6 9) Permanent asphalt patch or concrete paving repair,as required
7 10) Clean-up
8 4. Inlet
9 a. Measurement
10 1) Measurement for this Item shall be per each adjustment requiring structural
11 modifications to inlet to a grade specified on the Drawings.
12 b. Payment
13 1) The work performed and the materials furnished in accordance with this
14 Item will be paid for at the unit price bid per each"Inlet Adjustment"
'^ 15 completed.
16 c. The price bid shall include:
17 1) Pavement removal
18 2) Excavation
19 3) Hauling
20 4) Disposal of excess material
21 5) Structural modifications
22 6) Furnishing,placing and compaction of embedment and backfill
23 7) Concrete base material, as required
.. 24 8) Surface restoration,permanent asphalt patch or concrete paving repair,as
25 required
26 9) Clean-up
�. 27 5. Valve Box
28 a. Measurement
29 1) Measurement for this Item shall be per each adjustment to a grade specified
30 on the Drawings.
31 b. Payment
32 1) The work performed and the materials furnished in accordance with this
33 Item will be paid for at the unit price bid per each"Valve Box Adjustment"
34 completed.
35 c. The price bid shall include:
36 1) Pavement removal
37 2) Excavation
38 3) Hauling
39 4) Disposal of excess material
40 5) Adjustment device
41 6) Furnishing,placing and compaction of embedment and backfill
42 7) Concrete base material, as required
43 8) Surface restoration,permanent asphalt patch or concrete paving repair,as
44 required
45 9) Clean-up
46 6. Cathodic Protection Test Station
47 a. Measurement
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
330514-4
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 4 of 8
1 1) Measurement for this Item shall be per each adjustment to a grade specified
2 on the Drawings.
3 b. Payment
4 1) The work performed and the materials furnished in accordance with this
5 Item will be paid for at the unit price bid per each"Cathodic Protection
6 Test Station Adjustment"completed
7 c. The price bid shall include:
8 1) Pavement removal
9 2) Excavation
10 3) Hauling
11 4) Disposal of excess material
12 5) Adjustment device
13 6) Furnishing,placing and compaction of embedment and backfill
14 7) Concrete base material,as required
15 8) Surface restoration,permanent asphalt patch or concrete paving repair,as --
16 required
17 9) Clean-up
18 7. Fire Hydrant --
19 a. Measurement
20 1) Measurement for this Item shall be per each adjustment requiring stem
21 extensions to meet a grade specified by the Drawings.
22 b. Payment
23 1) The work performed and the materials furnished in accordance with this
24 Item will be paid for at the unit price bid per each"Fire Hydrant Stem
25 Extension'completed.
26 c. The price bid shall include:
27 1) Pavement removal
28 2) Excavation
29 3) Hauling
30 4) Disposal of excess material
31 5) Adjustment materials
32 6) Furnishing,placing and compaction of embedment and backfill
33 7) Concrete base material, a9 required
34 8) Surface restoration,permanent asphalt patch or concrete paving repair,as
35 required
36 9) Clean-up
37 8. Miscellaneous Structure This Item is intended for a unique structure. Bid Item —
38 should include details to identify the specific structure(i.e.Miscellaneous Structure
39 Adjustment, Sta. 1+00)
40 a. Measurement ._.
41 1) Measurement for this Item shall be per each adjustment requiring structural
42 modifications to said structure to a grade specified on the Drawings.
43 b. Payment
44 1) The work performed and the materials furnished in accordance with this
45 Item will be paid for at the unit price bid per each"Miscellaneous Structure
46 Adjustment"completed
47 c. The price bid shall include:
48 1) Pavement removal
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
3305 14-5
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 5 of 8
1 2) Excavation
2 3) Hauling
3 4) Disposal of excess material
4 5) Structural modifications
5 6) Furnishing,placing and compaction of embedment and backfill
6 7) Concrete base material
7 8) Permanent asphalt patch or concrete paving repair,as required
8 9) Clean-up
9 1.3 REFERENCES
10 A. Definitions
11 1. Minor Adjustment
12 a. Refers to a small elevation change performed on an existing manhole where the
13 existing frame and cover are reused.
14 2. Major Adjustment
15 a. Refers to a significant elevation change performed on an existing manhole
16 which requires structural modification or when a 24-inch ring is changed to a
17 30-inch ring.
18 B. Reference Standards
�. 19 1. Reference standards cited in this Specification refer to the current reference
20 standard published at the time of the latest revision date logged at the end of this
21 Specification, unless a date is specifically cited.
.. 22 2. Texas Commission on Environmental Quality (TCEQ):
23 a. Title 30,Part I,Chapter 217, Subchapter C,Rule 217.55—Manholes and
24 Related Structures.
25 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
�. 31 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
330514-6
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 6 of 8 '4
1 PART 2- PRODUCTS
2 2.1 OWNER-FURNISHED[OR]OWNER-SUPPLIED PRODUCTS [NOT USED]
3 2.2 MATERIALS
4 A. Cast-in-Place Concrete
5 1. See Section 03 30 00.
6 B. Modifications to Existing Concrete Structures
7 1. See Section 03 80 00.
8 C. Grade Rings
9 1. See Section 33 05 13.
10 D. Frame and Cover
11 1. See Section 33 05 13.
12 E. Backfill material
13 1. See Section 33 05 10.
14 F. Water valve box extension
15 1. See Section 33 12 20.
16 G. Corrosion Protection Test Station
17 1. See Section 3304 11.
18 H. Cast-in-Place Concrete Manholes
19 1. See Section 33 39 10.
20 I. Precast Concrete Manholes
21 1. See Section 33 39 20.
22 2.3 ACCESSORIES [NOT USED]
23 2.4 SOURCE QUALITY CONTROL [NOT USED]
24 PART 3 - EXECUTION
25 3.1 INSTALLERS [NOT USED]
26 3.2 EXAMINATION
27 A. Verification of Conditions
28 L Examine existing structure to be adjusted,for damage or defects that may affect
29 grade adjustment.
30 a. Report issue to City for consideration before beginning adjustment. .�
31 3.3 PREPARATION
32 A. Grade Verification
33 1. On major adjustments confirm any grade change noted on Drawings is consistent
34 with field measurements.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
330514-7
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
- Page 7 of 8
1 a. If not,coordinate with City to verify final grade before beginning adjustment.
2 3.4 ADJUSTMENT
3 A. Manholes,Inlets, and Miscellaneous Structures
4 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with
5 30-inch frame and cover assembly per TCEQ requirement.
6 2. On manhole major adjustments,inlets and miscellaneous structures protect the
7 bottom using wood forms shaped to fit so that no debris blocks the invert or the
8 inlet or outlet piping in during adjustments.
9 a. Do not use any more than a 2-piece bottom.
10 3. Do not extend chimney portion of the manhole beyond 24 inches.
11 4. Use the least number of grade rings necessary to meet required grade.
12 a. For example, if a 1-foot adjustment is required,use 2 6-inch rings, not 6 2-inch
-- 13 rings.
14 B. Valve Boxes
15 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
16 the Drawings.
17 C. Backfill and Grading
-� 18 1. Backfill area of excavation surrounding each adjustment in accordance to Section
19 33 05 10.
20 D. Pavement Repair
�. 21 1. If required pavement repair is to be performed in accordance with Section 32 01 17
22 or Section 32 0129.
�. 23 3.5 REPAIR/RESTORATION [NOT USED]
24 3.6 RE-INSTALLATION [NOT USED]
-- 25 3.7 FIELD[OR] SITE QUALITY CONTROL [NOT USED]
26 3.8 SYSTEM STARTUP[NOT USED]
27 3.9 ADJUSTING[NOT USED]
28 3.10 CLEANING[NOT USED]
29 3.11 CLOSEOUT ACTIVITIES [NOT USED]
30 3.12 PROTECTION [NOT USED]
31 3.13 MAINTENANCE [NOT USED]
32 3.14 ATTACHMENTS [NOT USED]
33 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
.� City Project No.100993
3305 14-8
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 8 of 8
1.2.A—Pay item added for a major manhole adjustment which reuses the existing
frame and cover and a major adjustment requiring a new frame and cover;Added
12/20/2012 D.Johnson items to be included in price bids; Blue text added for clarification for miscellaneous
structure adjustments
3.4—Pavement repair requirements were added
1
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
331210-1
WATER SERVICES 1-INCH TO 2-INCH
Page 1 of 18
SECTION 33 12 10
WATER SERVICES 1-INCH TO 2-INCH
PART1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of-
way, fittings and water meter boxes complete in place,as shown on the Drawings,
directed by the Engineer, and specified herein for:
a. New Water Service
b. New Water Service (Bored)
c. Water Meter Service Relocate
d. Private Water Service
B. Deviations from this City of Fort Worth Standard Specification
The relocation, replacement or reconnection of water services will be required as
shown on the plans and/or as described in these Special Contract Documents in
addition to those located in the field and identified by the Engineer.
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1.New Water Service
b)Payment for all work and materials such as tap saddle,
corporation stops and fittings shall be included in the price
bid for Service Taps to Main.
Payment for all work and materials such as furnishing and
setting new meter box shall be included in the price bid for
furnish and set meter box.
Payment for all work and materials such as backfill,fittings,
type K copper tubing and curb stop with lock wings shall be
included in the Linear Foot price bid for service line from
main to meter,five(5) feet behind the meter.
3. Water Meter Service Reconnect
b)Payment
1.No additional compensation will be given in
Miscellaneous Contracts for water service
reconnections.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 14,2017 RELOCATIONS CONTRACT 2017
City Project No.100993
331210-2
WATER SERVICES 1-INCH TO 2-INCH
Page 2 of 18
5. Multiple Service Branches
When multiple service branches are required the contractor
shall furnish approved factory manufactured branches.
Payment for multiple service branches will include
furnishing and installing the multiple service branch only
and all other costs will be included in other appropriate bid
item(s).
C. Products Installed but not Furnished Under this Section
1. Water meters for various sizes
D. Related Specification Sections include,but are not necessarily limited to:
1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
2. Division 1 —General Requirements
3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains
4. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill
5. Section 33 12 25—Connection to Existing Water Mains
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. New Water Service
a. Measurement
1) Measurement for this Item shall be per each new"Water Service"complete
in place from the tap of the main to the installation of the meter box and
associated appurtenances where the service line is installed by open cut --
construction.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under"Measurement"will be paid for at the unit
price bid per each"Water Service"installed for:
a) Various sizes
c. The price bid shall include:
1) Furnishing and installing New Service Line as specified by the Drawings
2) Submitting product data
3) Tapping saddle
4) Corporation stop
5) Curb stop
6) Fittings —
7) Service line installed by open cut
8) Connection to meter
9) Meter Box and Lid --
10) Pavement removal
11) Excavation
12)Hauling
13) Disposal of excess material
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 14,2017 RELOCATIONS CONTRACT 2017
City Project No.100993 ...
33 1210-3
WATER SERVICES 1-INCH TO 2-INCH
" Page 3 of 18
14) Surface Restoration associated with Meter Box installation and connection,
excluding grass(seeding, sodding or hydro-mulch paid separately)
15) Clean-up
16) Disinfection
17) Testing
2. New Bored Water Service
a. Measurement
1) Measurement for this Item shall be per each new Water Service complete in
place from the tap of the main to the installation of the meter box and
associated appurtenances where the service line is installed by trenchless
method.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under"Measurement"will be paid for at the unit
-- price bid per each"Bored Water Service"installed for:
a) Various sizes
c. The price bid shall include:
... 1) Submitting product data
2) Tapping saddle
3) Corporation stop
4) Curb stop
5) Fittings
6) Service line installed by trenchless method
7) Connection to meter
.. 8) Meter Box and Lid
9) Pavement removal
10) Excavation
11) Hauling
12) Disposal of excess material
13) Surface restoration associated with Meter Box installation and connection,
excluding grass(seeding, sodding or hydro-mulch paid separately)
14) Clean-up
15) Disinfection
16) Testing
3. Water Meter Service Reconnect
a. Measurement
.. 1) Measurement for this Item shall be per each Water Meter Service
Reconnect complete in place from public service line connection to private
service line connection.
b. Payment
1) The work performed in conjunction with relocation of the meter, associated
private service line,fittings and meter box 5 feet or less in any direction
from centerline of existing meter location and the materials furnished in
accordance with this Item will be paid for at the unit price bid per each
"Water Meter Service,Reconnection" installed for:
a) Various size of services
` c. The price bid shall include:
1) Private service line
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 14,2017 RELOCATIONS CONTRACT 2017
City Project No.100993
331210-4
WATER SERVICES 1-INCH TO 2-INCH
Page 4 of 18 an
2) Fittings
3) Private connection to water meter
4) Connection to existing private service line
5) Cut and crimp of existing service
6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter,
as directed by City
7) Pavement removal
8) Excavation
9) Hauling am
10) Disposal of excess material
11) Surface restoration for area disturbed for installation of meter box,
excluding grass (seeding, sodding or hydro-mulch paid separately) +�
12) Clean-up
13) Cleaning
14) Disinfection
15) Testing
4. Private Water Service Relocation
a. Measurement
1) Measurement for this Item shall be per linear foot of Private Service
relocation complete in place from the meter box to a connection to the
existing service line on private property.
b. Payment
1) The work performed in conjunction with Private Service Line installation
where the meter and meter boxes are moved more than 5 feet in any
direction from centerline of existing meter location and materials furnished
in accordance with the Item and measured as provided under
"Measurement" will be paid for at the unit price bid per linear foot of
"Private Water Service"performed for:
a) Various service sizes
c. The price bid shall include:
1) Obtaining appropriate permit •�
2) Obtaining Right of Entry
3) Submitting product data
4) Private service line
5) Fittings.
6) Backflow preventer,check valve, and isolation valve relocation, if
applicable
7) Connection to existing private service line
8) Pavement removal and replacement
9) Excavation
10) Hauling
11) Disposal of excess material
12) Surface restoration,excluding grass (seeding, sodding or hydro-mulch paid
separately)
13) Clean-up
14) Cleaning
15) Disinfection
16) Testing
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 14,2017 RELOCATIONS CONTRACT 2017
City Project No.100993
33 12 10-5
WATER SERVICES 1-INCH TO 2-INCH
Page 5 of 18
1.3 REFERENCES
A. Definitions
1. New Service
a. Installation of new 1-inch to 2-inch Water Service Line by open cut
construction from the water main to the right-of-way, including corporation
stop,curb stop,fittings and water meter boxes complete in place, as shown on
the Drawings.
2. New Service(Bored)
a. Installation of new 1-inch to 2-inch Water Service Line by trenchless
construction method from the water main to the right-of-way, including
corporation stop, curb stop, fittings and water meter boxes complete in place, as
shown on the Drawings.
3. Meter Service Reconnection
a. Relocation and reconnection of the private service line from an existing meter
to be abandoned and a new meter installed that lies within 5 feet of the existing
meter.
` 4. Private Service Relocation
a. Relocation and reconnection of private service line behind the water meter
where the existing meter to be abandoned and the new meter installed is greater
-- than 5 feet of the existing meter. A licensed plumber is required to relocate the
private service.
5. Lead-free
a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25
percent lead in accordance with the reduction of Lead in Drinking Water Act
(P.L. 111-380).
B. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification,unless a date is specifically cited.
2. ASTM International(ASTM):
a. A48, Standard Specification for Gray Iron Castings.
b. A536, Standard Specification for Ductile Iron Castings.
c. B88, Standard Specification for Seamless Copper Water Tube.
d. B98, Standard Specification for Copper-Silicon Alloy Rod, Bar and Shapes.
e. C131,Standard Specification for Resistance to Degradation of Small-Size
Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine.
f. C150,Standard Specification for Portland Cement.
g. C330,Standard Specification for Lightweight Aggregates for Structural
Concrete.
h. C857 (RL),Standard Practice for Minimum Structural Design Loading for
.,. Underground Precast Concrete Utility Structures
i. D883,Standard Terminology Relating to Plastics.
j. D1693,Standard Test Method for Environmental Stress-Cracking of Ethylene
Plastics
3. American Water Works Association(AWWA):
a. C700,Cold-Water Meters-Displacement Type,Bronze Main Case.
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b. C800,Underground Service Line Valves and Fittings.
4. NSF International(NSF):
a. 61,Drinking Water System Components -Health Effects.
5. Reduction of Lead in Drinking Water Act
a. Public Law 111-380 (P.L. 111-380)
6. General Services Administration(GSA):
a. RR-F-621E,Frames,Covers,Gratings, Steps, Sump and Catch Basin,Manhole
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Provide advance notice for service interruptions and meet requirements of Division
0 and Division 1.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 0133 00.
B. All submittals shall be approved by the City prior to delivery.
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
A. Product Data,if applicable:
1. Tapping Saddle
2. Corporation stop
3. Curb Stop
4. Service Line
5. Meter Box
6. Meter Box Lid
B. Certificates and Test Reports
1. Prior to shipment of any Water Service components, the manufacturer shall submit
the following:
a. A Certificate of Adequacy of Design stating that the components to be
furnished comply with all regulatory requirements identified in this Section
including:
1) The Reduction of Lead in Drinking Water Act(P.L. 111-380)
2) AWWA C800
3) NSF 61
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Qualifications
1. Manufacturers
a. Water Services shall meet or exceed the latest revisions of AWWA C800,NSF
61,the Reduction of Lead in Drinking Water Act and shall meet or exceed the
requirements of this Specification.
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1.10 DELIVERY,STORAGE,AND HANDLING
A. Storage and Handling Requirements
1. Protect all parts such that no damage or deterioration will occur during a prolonged
delay from the time of shipment until installation is completed and the units and
equipment are ready for operation.
2. Protect all equipment and parts against any damage during a prolonged period at the
site.
3. Prevent plastic and similar brittle items from being directly exposed to sunlight or
extremes in temperature.
4. Secure and maintain a location to store the material in accordance with Section 01
6600.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
-
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED PRODUCTS
A. Water meters for various sizes
2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS
A. Manufacturers
1. Only the manufacturers as listed on the City's Standard Products List will be
considered as shown in Section 01 60 00.
_m a. The manufacturer must comply with this Specification and related Sections.
2. Any product that is not listed on the Standard Products List is considered a
substitution and shall be submitted in accordance with Section 0125 00.
3. The Water Services and appurtenances shall be new and the product of a
manufacturer regularly engaged in the manufacturing of Water Services and
appurtenances having similar service and size.
B. Description
1. Regulatory Requirements
a. All materials shall conform to the Reduction of Lead in Drinking Water
Act(P.L. 111-380). This Act defines"Lead-free"for pipes and other
appurtenances to be less than 0.25 percent lead.
b. Water Services shall meet or exceed the latest revisions of AWWA C800 and
shall meet or exceed the requirements of this Specification.
c. Al(Water Services components in contact with potable water shall conform to
the requirements of NSF 61.
C. Materials/Design Criteria
1. Service Lines
a. Provide Type K Copper Tubing per ASTM B88.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
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b. Furnish in the annealed conditions, unless otherwise specified in the Contract
Documents.
2. Service Couplings
a. Fitting Ends
1) Flared Copper Tubing with thread dimensions per AWWA C800
2) Provide coupling nuts with a machined bearing skirt of a length equal to the
tubing outer diameter(O.D.).
b. Provide with hexagonal wrench grip compatible with the coupling size.
c. Provide lead-free service couplings in accordance with the Reduction of Lead
in Drinking Water Act.
3. Corporation stops
a. Provide brass castings per AWWA C800 for:
1) Bodies
2) Plugs
3) D washers
4) Bottom nuts
b. Machining and Finishing of Surfaces
1) Provide 1 3/ inch per foot or 0.1458 inch per inch t 0.007 inch per inch �-
taper of the seating surfaces for the key and body.
2) Reduce large end of the tapered surface of the key in diameter by chamfer
or turning for a distance that will bring the largest end of the seating surface
of the key into the largest diameter of the seating surface of the body.
3) Relieve taper seat in the body on the small end.
4) Extend small end of the key there-through to prevent the wearing of a
shoulder and facilitate proper seating of key.
5) Design key,key nut and washer such that if the key nut is tightened to
failure point, the stem end of the key shall not fracture.
6) Design nut and stem to withstand a turning force on the nut of at least 3
times the necessary effort to properly seat the key without failure in any
manner.
7) Port through corporation stop shall be full size to eliminate turbulence in
the flow way.
8) Design stop for rotation about the axis of the flow passageway inside the
following minimum circles in order to properly clear the tapping machine:
a) Two 7/8-inch for 1-inch corporation stops
b) Four 15/16-inch for 1 1h -inch and 2-inch corporation stops
c. Provide lead-free corporation stops in accordance with the Reduction of Lead in
Drinking Water Act.
4. Curb Stops
a. Provide brass castings per AWWA C800.
b. Valve plugs shall be:
1) Cylinder type
2) Plug type, or
3) Ball type
c. Incorporate full flow porting.
d. Provide for full 360 degree plug rotation clockwise or counter-clockwise.
e. Overall Length
1) 3-5/16 inch± 1/8 inch for 1-inch diameter
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2) 4-1/32 inch±9.32 for 1-inch diameter
.. f. Cylindrical Plug Type
1) Provide O-ring seal at top and bottom.
a) O-ring at top only is acceptable if bottom of curb stop body is closed.
2) Seals shall be Buna N.
3) 1 O-ring seal shall surround the outlet port of the curb stop and act to
effectively seal in the closed position.
4) The port in the plug shall provide a straight through, full size flow way, so
shaped as to eliminate turbulence.
5) All waterways shall be smooth and free of burrs or rough areas.
6) Design the curb stop to provide ease and accuracy of operation and positive
shut-off of water.
g. Tapered Plug Type
1) Provide O-ring seal at top and bottom
,. 2) The tapered plug and cylindrical recess in the valve body shall be machined
to match within approved manufacturing tolerances.
3) Inlet and outlet ports shall be sealed by 0-rings or combination Teflon U-
shaped seal rings backed with 0-rings.
4) The port in the plug shall provide a straight through,full size flow way, so
shaped as to eliminate turbulence.
5) All waterways shall be smooth and free of burrs or rough areas.
6) Design the curb stop to provide ease and accuracy of operation and positive
shut-off of water.
h. Ball Plug Type
1) Provide double O-ring seals on the stem
2) The ball shall seal against rubber rings mounted in the valve body at the
inlet and outlet ports.
-- 3) The ball shall be bronze with a smooth Teflon coating.
4) The port in the plug shall provide a straight through, full size flow way, so
shaped as to eliminate turbulence.
5) All waterways shall be smooth and free of burrs or rough areas.
i. Provide lead-free curb stops in accordance with the Reduction of Lead in
Drinking Water Act.
5. Straight Adapters
a. Brass castings and threads per AWWA C800
b. Provide lead-free straight adapters.in accordance with the Reduction of Lead in
Drinking Water Act.
6. Three Part Copper Unions
a. Brass castings and threads per AWWA C800
b. Provide lead-free Three Part Copper Unions in accordance with the Reduction
of Lead in Drinking Water Act.
7. Straight Meter Couplings
a. Brass castings per AWWA C800
b. Threads per AWWA C700
c. Tailpiece with outside iron pipe thread
d Chamfer corners on threaded end of meter nut.
e. Machine inside and outside of tailpiece.
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f. Provide lead-free Straight Meter Couplings in accordance with the Reduction of
Lead in Drinking Water Act.
8. Branch Connections
a. Brass castings per AWWA C800
b. Inlet and outlet connections per AWWA C800
c. Provide lead-free branch connections in accordance with the Reduction of Lead
in Drinking Water Act.
9. Service Saddles
a. Castings
1) Brass or Nylon coated ductile iron castings per AWWA C800
2) Free of porosity with sharp edges removed
3) Saddle
a) Form to fit firmly against side of maximum diameter of water main
with approximately 180 degrees wrap around.
4) Outlet
a) Design outlet boss for no thread distortion by bending moments.
b) Tapped for taper threaded corporation stop conforming to AWWA
C800. --
b. Straps
1) Conform to ASTM B98.
2) Form flat to fit uniformly against the wall of the water main. ...
3) Shall be double straps
4) Rod diameter not less than 5/8 inch flattened to 1 inch on one side.
5) Straps shall be threaded 5/8 inch(11-NC-2A)for a distance such that V2
inch remains after clamp is fully tightened on the pipe.
6) Chamfer strap ends to protect the starting threads.
7) The threads shall be full and free from shear.
8) 4-inch and larger pipe shall be in accordance with Section 33 12 25.
c. Nuts
1) Bronze material
a) Same material as straps
2) Dimensions equal to or larger than heavy hexagon nuts
3) Tapped 5/8 inch(11-NC-2B)
d. Gaskets
1) Neoprene rubber material
2) Cemented to saddle and positioned to facilitate installation
10. Brass Flanged Angle Valve --
a. For 1 Ih-inch and 2-inch services
b. Brass castings per AWWA C800
c. Valve Body with integral outlet flange and inlet wrenching flat ..
d. Fit together key and body by turning key and reaming body
1) Key with O-ring seal seat at the upper end
2) Lap key and body seat are to conform to corporation stop requirements of
this Specification.
3) The outlet flange shall contain an O-ring seat or a uniform flat drop-in
flange gasket surface.
4) Drop-in flange gasket surface shall contain gasket retaining grooves milled
circular about the axis of the flange.
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5) The size of the outlet flange and the diameter and spacing of the bolt holes
shall conform to AWWA C700.
6) The flange on 2-inch angle valves shall be double drilled to permit
connection to 1�6 -inch meters.
7) The inlet port of the valve shall be tapered to conform to AWWA C800
taper pipe thread.
8) The key cap shall include a wrenching tee marked with a raised or recessed
arrow to show whether the valve is open or closed.
9) Valve Assembly(main body,key,key cap)
a) Brass material per AWWA C800
b) O-ring seal on the top of the key between the key and body seat
— c) Key cap shall complete the assembly by attaching to the key by means
of a strong bronze pin with phosphor bronze spring washer(s)
depressed between the key cap and the top of the valve main body.
d) Provide with padlock wings for locking the valve in the closed position.
e) There shall be a uniform application of cold water valve grease
between the body and the key.
f) The valve shall be capable of being easily opened and stopping lugs.
g) The waterway through the valve shall be smooth and rounded for
minimum pressure loss,and shall be free of burrs or fins.
h) The valve shall be strong,well designed,neat in appearance,water-
tight and entirely adequate for the intended purpose.
i) Provide with either a high quality rubber drop-in gasket or an O-ring
seal depending on the manufacturer's flange seal surface design choice.
' e. Provide lead-free brass flanged angle valves in accordance with the Reduction
of Lead in Drinking Water Act.
11. Meter Boxes shall:
a. Be constructed of:
1) Polymer,black polyethylene material as defined in ASTM D883.
a) Minimum wall thickness of 3/8-inch throughout with no blowing
agents or foaming plastics
b) Body shall be black throughout, blended at the time of manufacture,
and shall have a molded recycled emblem with a minimum of 35
percent Post Industrial/Pre Consumer Recycled Content-verified with
a Leed Product Documentation.
c) Have a tensile strength greater than 1700 pounds per square inch(psi).
d) Smooth edges and corners and be free from sharp edges so the unit can
be handled safely without gloves.
e) Exterior free from seams or parting lines.
f) Have crush resistant ribbing along the outside of the box.
g) Have a flange around the lid opening to help prevent settling and aide
in adjustment to grade.
h) Not to be installed in roadway—designed to withstand loading in non-
deliberate and incidental traffic only.
2) Concrete
a) Frame of No. 6 gauge wire welded closed
b) Type I or Type H Portland cement, in accordance with ASTM C 150,
portioned with lightweight aggregate, in accordance with ASTM C330
(1) Percentage of wear not to exceed 40 per ASTM C131
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
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(2) Minimum 28 day compressive strength of 3,000 psi
b. Be able to withstand a minimum 15,000 pounds vertical load
c. Withstand a minimum 400 pounds sidewall load.
d. Have pipe holes measuring a minimum of 2-1/2"x 3-1/4".
e. 1-inch Standard Meter Box (Class A)
1) For use with services utilizing 5/8-inch x 3/4-inch,3/4-inch or 1-inch meter
Single or Dual service meter.
2) Polymer
a) Size: working of not less than 10 inches x 16 inches, 12 inches high
3) Concrete
a) Size: working area not less than 10-inches x 16-inches, 12 inches high
£ 2-inch Standard Meter Box (Class C)
1) For use with services utilizing 1-1/2-inch or 2-inch Single service meter.
2) Polymer
a) Size: working area not less than 14-inches x 28-inches, 12 inches high
3) Concrete
a) Size: working area not less than 15-inches x 26-1/2-inches, 12 inches
high
g. Bullhead Standard Meter Box (Class B)
1) For use with services utilizing two 5/8-inch x 3/-inch or 3/-inch or 1-inch
Single service meter.
2) Polymer
a) Size: working area not less than 15-inches x 18-inches, 12 inches high
3) Concrete
a) Size: working area not less than 15-inches x 18-inches, 12 inches high
12. Meter Box Lid
a. Meter Box Lids Shall:
1) Be solid throughout with reinforcing ribs.
2) Have City of Fort Worth `Molly' logo molded into the lid.
3) Bear the Manufacturer's IS (name or logo)and Country of Origin.
4) Be designed both with and without AMI receptacles
5) Have a molded tread-plate
6) Seat securely and evenly inside the meter box and shall not overlap the top
edge of the meter box.
7) Have a molded pick bar for use by meter reading tool.
8) Have Automated Meter Infrastructure(AMI) snap locking slide mounts for
number of meters/endpoints associated with meter box
9) Have an opening to accept the AMI end-point. Opening shall accommodate
an endpoint with a 1-7/8 inches diameter.
10) Have recessed AMI end point area, to.alleviate a trip hazard, centered over
AMI slide mount. Recess area should be 4-1/2 inches in diameter and 3/8"
deep.
11) Have built-in anti-flotation devices.
b. Cast Iron or Ductile Iron
1) Lids for Concrete Meter Boxes shall be constructed out of a cast iron and
meet RRF-621 specification.
2) Shall withstand a minimum vertical load of 15,000 pounds
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
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3) Coat castings with a bituminous emulsified asphalt unless otherwise
specified in the Contract Documents,ground smooth,and cleaned with shot
blasting,to get a uniform quality free from strength defects and distortions.
4) Dimensions shall be within industry standards of±1/16 inch per foot.
5) Shall have a plug inserted in to the AMI receptacle to avoid water entering
through opening until the AMI receptacle is used
6) Be a minimum of 1-3/4 inches thick at reinforcing ribs.
7) Casting weights may vary t5 percent from drawing weight per industry
standards.
c. Plastic(Composite)
1) The lid shall :
. a) Constructed of Engineered Plastic as defined in ASTM D883
(1) Have a molded recycled emblem with a minimum of 50 percent
Post Consumer Recycled and 50 percent Post Industrial/Pre
Consumer Recycled Content- verified with a Leed Product
Documentation.
(2) Be designed to fit a concrete box/cast iron box in retrofit
installations.
(3) Have a tensile strength greater than 1700 psi.
(4) Have a `knock-out"plug to accept the AMI end-point. Knock-out
diameter shall be 1-7/8 inch diameter. A removable plug may be
substituted for the knock-out plug.
(5) Be constructed out of a composite material blend for maximum
durability and corrosion resistance.
(6) Be black throughout with no blowing agents or foaming plastics
(7) Smooth edges and corners and be free from sharp edges so the unit
can be handled safely without gloves.
..� (8) Exterior free from seams or parting lines.
(9) Have a molded tread-pattern-tread dimensions shall be.188-inch x
.938-inch x .150-inch deep.
(10) Have"City of Fort Worth"molded into the lid.
(11) Have"Water Meter" molded into the lid-Font shall be standard
Fadal CNC font with 1-inch characters x.150-inch deep.
(12) Have a molded pick hole pocket-dimensions shall be 3-inch x
9/16-inch x Thru Hole with 3/16-inch 304 stainless steel rod
(13) Have 2 pieces of 1h-inch rebar located in lid pockets for
locatability as shown in Drawings.
(14) Have location capability using metal detector.
b) Domestic Manufacture Only-Made in USA molded on Lid.
c) Not to be installed in roadway or parking area
—° d) Be designed to withstand H-10 loading for non-deliberate and
incidental traffic only as .
e) Have ultraviolet protection.
2) 1-inch Standard Plastic Meter Box Lid(Class A)
a) For use with services utilizing 5/8-inch x 3/4-inch, 1/-inch or 1-inch
meter Single or Dual service meter.
b) Size: 11-7/8-inch x 17-7/8-inch, 1-1/2 inches high
c) For use with Class A Standard Meter Box.
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d) Polymer lid shall seat evenly inside meter box and shall not overlap the
top edge of the meter box.
3) 2-inch Standard Plastic Meter Box Lid(Class C)
a) For use with services utilizing 1-1/2-inch or 2-inch Single service
meter.
b) Size 27-inches x 15-1/4-inches, 1-7/8 inches high �.
c) For use with Class C Standard Meter Box.
d) Polymer lid shall seat evenly inside meter box and shall not overlap the
top edge of the meter box.
4) Bullhead Standard Plastic Meter Box Lid(Class B)
a) For use with services utilizing two 5/8-inch x 3/4-inch or 3/4-inch or f-
inch Single service meter:
b) Size: 16-5/8-inch x 14-5/8-inch, 1-3/4 inches high
c) For use with Class B Standard Meter Box.
d) Polymer lid shall seat evenly inside meter box and shall not overlap the
top edge of the meter box.
13. Horizontal Check Valve
a. Equip 1 lh-inch and 2-inch Water Services with a horizontal check valve, with
pipe plug,only if specked in the Drawings.
b. If an existing backflow preventer is present,the Contractor is to leave it, and is
not required to provide an additional horizontal check valve.
c. Provide lead-free horizontal check valves in accordance with the Reduction of
Lead in Drinking Water Act.
14. Service Marker
a. 3 inch wide, 5 mil blue vinyl tape
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL
A. Tests and Inspections
1. At the City's option,the manufacturer shall be required to provide certification ..
records showing conformance of materials,design and testing to these
Specifications.
2. The test procedures shall conform to AWWA C800.
a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the
test shall be at the expense of the supplier.
b. Proof testing of the remainder of the valves shall be at the cost and
responsibility of the supplier.
c. These tests will be the basis of acceptance or rejection of the remainder of the
shipment by the City. -�
3. The City reserves the right to select products at random for testing. The failure of
materials to conform to the applicable Specification may result in the rejection of
the entire shipment.
B. Marking
1. Service saddle castings shall be clearly marked by letters and numerals cast thereon
showing:
a. Manufacturer's name
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
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b. Type
c. Size of Pipe
PART 3- EXECUTION
3.1 INSTALLERS
A. A licensed plumber is required for installations on the outlet side of the service meter.
3.2 EXAMINATION[NOT USED]
3.3 PREPARATION[NOT USED]
3.4 INSTALLATION
A. General
1. Install Water Services and appurtenances in accordance with AWWA C800.
2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75
feet or wider,or where shown on Drawings.
3. Install Water Service Lines on lot center line on lots less than 75 feet wide,unless
otherwise shown on the Drawings.
-- 4. Install services at a minimum depth of 36 inches below final grade/proposed top of
curb,unless otherwise specified in the Contract Documents.
5. Perform leak tests in accordance with Section 33 04 40.
6. Replace existing 3/-inch Service Lines with 1-inch new Service Line,tap,and
corporation.
7. Install replaced or relocated services with the service main tap and service line
being in line with the service meter, unless otherwise directed by the City.
8. Excavate,embed and backfill trenches in accordance with Section 33 05 10.
., B. Handling
1. Haul and distribute Service Lines fittings at the project site and handle with care to
avoid damage.
.. a. Inspect each segment of Service Line and reject or repair any damaged pipe
prior to lowering into the trench.
b. Do not handle the pipe in such a way that will damage the pipe.
�- 2. At the close of each operating day:
a. Keep the pipe clean and free of debris,dirt,animals and trash—during and after
the laying operation.
b. Effectively seal the open end of the pipe using a gasketed night cap.
C. Service Line Installation
1. Service Taps
a. Only ductile iron pipe may be directly tapped
b. Install service taps and/or tap assemblies of the specified size as indicated on
the Drawings,or as specified by the Engineer.
c. Perform taps on a water system that is either uncharged or under pressure.
d. Taps consist of:
1) For Concrete Pressure Pipe or Steel Pipe
CrI'Y OF FORT WORTH SMALL DIAMETER WATER MAIN
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a) Standard internal pipe threaded holes in the pipe walls
(1) Made during pipe fabrication
(2) Provide tapered threaded outlet with cc threads for up to 2-inch.
(3) Provide flange outlet with flange to thread insulator adaptor kits for
4-inch and larger taps. �.
2) Other pipe materials
a) Bronze service clamp with a sealed,threaded port through which the
pipe wall is drilled to complete a service port
e. Tap Assemblies
1) Consist of corporation stop with iron to copper connection attached to:
a) Copper tubing terminating as shown on the City's Standard Detail
b) May be required adjacent to gate valves --
c) Install as shown on the Drawings, or as directed by the Engineer.
d) When required, shall be included in the unit price bid for installing gate
valve.
2) Chlorination and testing purposes
a) No separate payment will be made for taps required for testing and
chlorination.
2. Installation of Water Services
a. Install tap and Service Line in accordance with City Details.
b. Install meter box in accordance with City Details.
1) Adjustment of the Service Line to proper meter placement height shall be
considered as part of the Meter Box installation.
3. Trenching
a. Provide a trench width sufficiently wide to allow for 2 inches of granular
embedment on either side of the Service Line.
4. Bored Services
a. Services shall be bored utilizing a pilot hole having a diameter tfi inch to 3/
inches larger than the Service Line.
5. Arrangement
a. Arrange corporation stops,branches,curb stops,meter spuds, meter boxes and
other associate appurtenances as shown in the City Detail,and to the approval
of the Engineer.
6. Service Marker
a. When Meter Box is not installed immediately subsequent to service installation:
1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the
service and extending through the backfill approximately 6 inches above
ground at the Meter Box location.
b. Installation of service taps only:
1) Attach service marker tape to the corporation stop or plug and extend "
upward and normal to the main through the backfill at the adjacent trench
edge to at least 6 inches above ground to flag the tap location.
7. Corporation stops
a. Fully open corporation stop prior to backfill.
D. Removal of Existing Water Meters
1. Remove,tag and collect existing Water Service meter for pickup by the City for
reconditioning or replacement.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 14,2017 RELOCATIONS CONTRACT 2017
City Project No.100993
331210-17
WATER SERVICES 1-INCH TO 2-INCH
Page 17 of 18
2. After installation of the Water Service in the proposed location and receipt of a
meter from the City inspector, install the meter.
3. Reset the meter box as necessary to be flush with existing ground or as otherwise
directed by the City.
4. All such work on the outlet side of the service meter shall be performed by a
licensed plumber.
3.5 REPAIR/RESTORATION[NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD[oR]SITE QUALITY CONTROL
A. Field Tests and Inspections
1. Check each Water Service installation for leaks and full flow through the curb stop
at the time the main is tested in accordance with Section 33 04 40.
3.8 SYSTEM STARTUP[NOT USED]
3.9 ADJUSTING[NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS[NOT USED]
END OF SECTION
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 14,2017 RELOCATIONS CONTRACT 2017
City Project No.100993
33 1210-18
WATER SERVICES 1-INCH TO 2-INCH
Page 18 of 18 on
Revision Log
DATE NAME SUMMARY OF CHANGE
Added Blue Text for clarification
1.2 A.—Revision to items included in price bid
Specification modified to be in accordance with the Reduction of Lead in Drinking
12/20/2012 D.Johnson Water Act—All materials shall be lead free in accordance with this Act.
1.2.A.3—Water Meter Service Relocate was renamed Water Meter Service
Reconnect
1.6.B.—added certification submittals for compliance with regulatory requirements
Added the phrase`,including grass'to lines;
Part 1,1.2.A.1.c.14,Partl,1.2.A.2.c.13,Part 1, 1.2.A.2.c.13,Part 1,1.2.A.3.c.11, r.
2/13/2013 F.Griffin Part 1,1.2.A.4.c.I I
Added the phrase`and replacement'to line Part 1,1.2.A.4.c.7
Revised lines with`including grass'replacing with`excluding grass(seeding,
4/26/2013 F.Griffin sodding or hydromulching paid separately)'
Included in Part 1, 1.2,A, 1,c, 14; Part 1,1.2,A,2,c, 13;Part 1, 1.2,A,3,c, 11; _
Part 1,1.2,A,4,2, 11
6/19/2013 D.Johnson 1.2.A.4.c—Addition of private water service appurtenances relocation to being
included in the linear foot price of private water services
11/21/2016 W.Norwood Require meter box suitable for AMI meter.2.2,C,I I&2.2,C,12 *�
11/21/2016 W.Norwood Require service saddle with double straps.2.2,C,9,b
2/14/17 W.Norwood 2.2,C,9.a.3 Remove table"Ft Contour of pipe..."
2/14/17 W.Norwood 3.4,C, l.d.(2)Remove nylon sleeve inserts,require cc threads.
�r.
w
err
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 14,2017 RELOCATIONS CONTRACT 2017
City Project No.100993 "�""
33-1211-1
LARGE WATER METERS
Page 1 of 4
1 SECTION 33 12 11
2 LARGE WATER METERS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Large Water Meter, Vault,Bypass and Appurtenances (3-inch and larger)
7 B. Products Installed but Not Furnished Under This Section
8 1. Water Meter and Strainer
9 C. Deviations from this City of Fort Worth Standard Specification
10 1.2 PRICE AND PAYMENT PROCEDURES
11 A.Measurement and Payment
12 3.The price bid shall include:
13 b. Precast concrete vault and appurtenances,or poured in place vaults.
14 D. Related Specification Sections include,but are not necessarily limited to:
15 1. Division 0—Bidding Requirements,Contract Forms, and Conditions of the
16 Contract
�. 17 2. Division 1 —General Requirements
18 3. Section 03 80 00—Modifications to Existing Concrete Structures
19 4. Section 33 06 16—Concrete Water Vaults
20 5. Section 33 11 10—Ductile Iron Pipe
21 6. Section 33 11 11 —Ductile Iron Fittings
22 7. Section 33 12 10—Water Services 1-inch to 2-inch
23 8. Section 33 12 20—Resilient Seated Gate Valve
24 9. Section 33 12 50—Water Sample Stations
25 1.2 PRICE AND PAYMENT PROCEDURES
26 A. Measurement and Payment
27 1. Measurement
28 a. Measurement for this Item shall be per each.
29 b. Measurement includes meter,vault,piping,appurtenances, and bypass line
30 (from upstream tee to downstream tee).
31 1) Piping upstream of bypass line tee is measured and paid separately as water
32 pipe,by size.
33 2) Piping downstream of bypass line tee is measured and paid separately as
34 water pipe,by size.
35 a) Any licensing requirements for plumbing installation are included in
°— 36 this item's measurement.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
33 1211-2
LARGE WATER METERS
Page 2 of 4
1 2. Payment
2 a. The work performed and the materials furnished in accordance with this Item
3 shall be paid for at the unit price bid per each"Water Meter and Vault'
4 installed for:
5 1) Various meter sizes
6 3. The price bid shall include:
7 a. Excavation
8 b. Pre-cast concrete vault and appurtenances
9 c. Crushed rock foundation
10 d. Access hatch
11 e. Piping and appurtenances
12 f. Fittings
13 g. Horizontal thrust blocking
14 h. Sample station and appurtenances
15 i. Flushing points and appurtenances
16 j. Installation of Compound Water Meter with Strainer
17 k. Reinforced Concrete Pipe Sump
18 1. Reconnection of Service
19 m. Backfill
20 n. Pavement removal
21 o. Hauling
22 p. Disposal of excess material
23 q. Placement and compaction of backfill
24 r. Plumbing Licensing requirements
25 s. Clean-up
26 t. Concrete Filled Steel Pipe Bollards as required
27 u. Surface restoration around perimeter of water meter vault and piping as
28 required.
29 1.3 REFERENCES [NOT USED]
30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
31 1.5 SUBMITTALS
32 A. All submittals shall be in accordance with Section 01 33 00.
33 B. All submittals shall be approved by the City prior to delivery.
34 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
35 A. Product Data
36 1. Precast Concrete Vault --
37 2. Piping
38 3. Sample Station
39 4. Isolation Valves
40 5. Sample Tap and appurtenances
41 6. Hatch
42 1.7 CLOSEOUT SUBMITTALS [NOT USED]
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
33 12 11-3
LARGE WATER METERS
Page 3 of 4
1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
2 1.9 QUALITY ASSURANCE [NOT USED]
3 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
4 1.11 FIELD [SITE] CONDITIONS [NOT USED]
5 1.12 WARRANTY
6 A. Manufacturer Warranty
7 1. Manufacturer's warranty shall be in accordance with Division 1.
8 PART 2- PRODUCTS
9 2.1 OWNER-FURNISHED[OR]OWNER-SUPPLIEDPRODUCTS [NOT USED]
10 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS
11 A. Materials
12 1. Precast Concrete Vault—Conform to Section 33 05 16
13 2. Gate Valves—Conform to Section 33 12 20
14 3. Ductile Iron Pipe—Conform to Section 33 11 10
15 4. Ductile Iron Fittings—Conform to Section 33 11 11
16 5. Sample Station—Conform to Section 33 12 50
17 6. Sample and flushing point taps—Conform to Section 33 12 10
18 7. Hatch—Conform to Section 33 05 16
.. 19 B. Meter and Strainer
20 1. Furnished by City
21 2.3 ACCESSORIES [NOT USED]
22 2.4 SOURCE QUALITY CONTROL [NOT USED]
23 PART 3- EXECUTION
24 3.1 INSTALLERS [NOT USED]
25 3.2 EXAMINATION
26 A. Evaluation and Assessment
27 1. Verify lines and grades are in accordance to the Drawings.
28 3.3 PREPARATION [NOT USED]
29 3.4 INSTALLATION
30 A. Install vault in accordance with manufacturer's recommendations and in accordance
31 with Section 33 05 16.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
33 1211-4
LARGE WATER METERS
Page 4 of 4
1 B. Pipe Penetrations
2 1. Conform to Section 03 80 00. --
3 C. Meter
4 1. Obtain meter and strainer from City Field Operations Warehouse.
5 3.5 REPAIR/RESTORATION[NOT USED]
6 3.6 RE-INSTALLATION[NOT USED]
7 3.7 FIELD QUALITY CONTROL [NOT USED]
8 3.8 SYSTEM STARTUP[NOT USED]
9 3.9 ADJUSTING [NOT USED]
10 3.10 CLEANING [NOT USED]
11 3.11 CLOSEOUT ACTIVITIES [NOT USED]
12 3.12 PROTECTION [NOT USED]
13 3.13 MAINTENANCE [NOT USED]
14 3.14 ATTACHMENTS [NOT USED]
15 END OF SECTION
16
Revision Log
DATE NAME SUMMARY OF CHANGE
17
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised December 20,2012 RELOCATIONS CONTRACT 2017
City Project No.100993
331225-1
CONNECTION TO EXISTING WATER MAINS
Page 1 of 8
1 SECTION 3312 25
2 CONNECTION TO EXISTING WATER MAINS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Connection to existing water mains to include,but not limited to:
7 a. Cutting in a tee for a branch connection
8 b. Extending from an existing water main
9 c. Installing a tapping sleeve and valve
10 B. Deviations from this City of Fort Worth Standard Specification
�. 11 1.2 PRICE AND PAYMENT PROCEDURES
12 A.Measurement and Payment
13 2.Connection to an existing pressurized Fort Worth Water
14 Distribution System Main that requires a shutdown of some part of
15 the water system:
,., 16 b.Payment
17 1)No additional compensation will be allowed in
18 Miscellaneous Contracts for connecting to existing
19 water mains,it is considered subsidiary to the water
20 pipe being installed.
21 3. Connection to an existing pressurized Fort Worth Water
22 Distribution System Main by Tapping Sleeve and Valve:
23 b. Payment
24 1)No additional compensation will be allowed in
25 Miscellaneous Contracts for tapping sleeves and
26 valves,it is considered subsidiary to the price paid
.� 27 per tap sleeve and valve.
28
29 C. Related Specification Sections include,but are not necessarily limited to:
30 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the
31 Contract
., 32 2. Division 1 —General Requirements
33 3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains
34 4. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill
35 5. Section 33 05 30—Location of Existing Utilities
36 6. Section 33 1105—Bolts,Nuts,and Gaskets
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 6,2013 RELOCATIONS CONTRACT 2017
.- City Project No.100993
331225-2
CONNECTION TO EXISTING WATER MAINS
Page 2 of 8
1 7. Section 33 11 10—Ductile Iron Pipe ,.
2 1.2 PRICE AND PAYMENT PROCEDURES
3 A. Measurement and Payment .,.
4 1. Connection to an existing unpressurized Fort Worth Water Distribution System
5 Main that does not require the City to take part of the water system out of service
6 a. Measurement .�
7 1) This Item is considered subsidiary to the water pipe being installed.
8 b. Payment
9 1) The work performed and the materials furnished in accordance with this
10 Item are subsidiary to the unit price bid per linear foot of water pipe
11 complete in place, and no other compensation will be allowed.
12 2. Connection to an existing pressurized Fort Worth Water Distribution System Main _
13 that requires a shutdown of some part of the water system
14 a. Measurement
15 1) Measurement for this Item shall be per each connection completed.
16 b. Payment
17 1) The work performed and the materials furnished in accordance with this
18 Item shall be paid for at the unit price bid per each"Connection to Existing
19 Water Maid' installed for:
20 a) Various sizes of existing water distribution main
21 c. The price bid shall include all aspects of making the connection including,but
22 not limited to: --
23 1) Preparing submittals
24 2) Dewatering
25 3) Exploratory excavation(as needed)
26 4) Coordination and notification
27 5) Remobilization
28 6) Temporary lighting
29 7) Polyethylene encasement
30 8) Make-up pieces
31 9) Linings
32 10) Pavement removal
33 11) Excavation
34 12) Hauling
35 13) Disposal of excess material
36 14) Clean-up
37 15) Cleaning
38 16) Disinfection —
39 17) Testing
40 3. Connection to an existing pressurized Fort Worth Water Distribution System Main
41 by Tapping Sleeve and Valve: --
42 a. Measurement
43 1) Measurement for this Item shall be per each connection completed.
44 b. Payment
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 6,2013 RELOCATIONS CONTRACT 2017
City Project No.100993 '®
331225-3
CONNECTION TO EXISTING WATER MAINS
Page 3 of 8
1 1) The work performed and the materials furnished in accordance with this
2 Item shall be paid for at the unit price bid per each"Tapping Sleeve and
3 Valve"installed for:
4 a) Various sizes of connecting main
5 b) Various sizes of existing water distribution main
6 c. The price bid shall include all aspects of making the connection including,but
7 not limited to:
8 1) Preparing submittals
9 2) Dewatering
10 3) Exploratory excavation(as needed)
11 4) Coordination and notification
12 5) Tapping Sleeve and Tapping Valve
13 6) Remobilization
14 7) Temporary lighting
15 8) Polyethylene encasement
16 9) Make-up pieces
17 10) Linings
18 11) Pavement removal
19 12) Excavation
20 13) Hauling
.w 21 14) Disposal of excess material
22 15) Clean-up
23 16) Cleaning
24 17) Disinfection
25 18) Testing
26 1.3 REFERENCES
27 A. Reference Standards
28 1. Reference standards cited in this Specification refer to the current reference
29 standard published at the time of the latest revision date logged at the end of this
30 Specification,unless a date is specifically cited.
31 2. American Society of Mechanical Engineers (ASME):
32 a. B16.1,Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250)
33 3. ASTM International(ASTM):
34 a. A36, Standard Specification for Carbon Structural Steel.
35 b. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for
36 High Temperature or High Pressure Service and Other Special Purpose
37 Applications
38 c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High
39 Pressure or High Temperature Service,or Both
40 d. A242, Standard Specification for High-Strength Low-Alloy Structural Steel.
41 e. A283, Standard Specification for Low and Intermediate Tensile Strength
42 Carbon Steel Plates.
43 f. A285, Standard Specification for Pressure Vessel Plates,Carbon Steel,Low-
44 and Intermediate-Tensile Strength.
45 g. B117, Standard Practice for Operating Salt Spray(Fog)Apparatus.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 6,2013 RELOCATIONS CONTRACT 2017
"'" City Project No.100993
331225-4
CONNECTION TO EXISTING WATER MAINS
Page 4 of 8
1 h. D2000,Standard Classification System for Rubber Products in Automotive ®.
2 Applications.
3 4. American Water Works Association(AWWA):
4 a. C200,Steel Water Pipe-6 IN and Larger.
5 b. C207,Steel Pipe Flanges for Waterworks Service—Sizes 4 IN through 144 IN.
6 c. C213,Fusion-Bonded Epoxy Coating for the Interior and Exterior of Steel
7 Water Pipelines.
8 d. C223,Fabricated Steel and Stainless Steel Tapping Sleeves.
9 5. American Water Works Association/American National Standards Institute
10 (AWWA/ANSI):
11 a. C 105/A21.5,Polyethylene Encasement for Ductile-Iron Pipe Systems.
12 b. C111/A21.11,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and
13 Fittings.
14 c. C115A21/15,Flanged Ductile-Iron Pipe with Ductile Iron or Gray-Iron
15 Threaded Flanges.
16 6. NSF International(NSF):
17 a. 61,Drinking Water System Components—Health Effects.
18 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc.
19 (MSS): �.
20 a. SP-60,Connecting flange Joint Between Tapping Sleeves and Tapping Valves.
21 1.4 ADMINISTRATIVE REQUIREMENTS
22 A. Pre-installation Meetings
23 1. Required for any connections to an existing,pressurized 16-inch or larger City
24 water distribution system main that requires a shutdown of some part of the water
25 system
26 2. May also be required for connections that involve shutting water service off to
27 certain critical businesses
28 3. Schedule a pre-installation meeting a minimum of 3 weeks prior to proposed time
29 for the work to occur.
30 4. The meeting shall include the Contractor,City Inspector and City Valve Crew. -�
31 5. Review work procedures as submitted and any adjustments made for current field
32 conditions.
33 6. Verify that all valves and plugs to be used have adequate thrust restraint or
34 blocking.
35 7. Schedule a test shutdown with the City.
36 8. Schedule the date for the connection to the existing system
37 B. Scheduling
38 1. Schedule work to make all connections to existing 16-inch and larger mains:
39 a. During the period from November through April,unless otherwise approved by
40 the City
41 b. During normal business hours from Monday through Friday,unless otherwise
42 approved by the City
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 6,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
33 1225-5
CONNECTION TO EXISTING WATER MAINS
Page 5 of 8
1 2. Schedule City Valve Crew by 1:00 P.M. a minimum of 1 business day prior to
2 planned disruption to the existing water system.
3 a. In the event that other water system activities do not allow the existing main to
4 be dewatered at the requested time, schedule work to allow the connection at an
5 alternate time acceptable to the City.
6 1) If water main cannot be taken out of service at the originally requested
7 time, coordination will be required with the City to discuss rescheduling
8 and compensation for mobilization.
9 2) No additional payment will be provided if the schedule was altered at the
10 Contractor's request.
.. 11 1.5 SUBMITTALS
12 A. Submittals shall be in accordance with Section 01 33 00.
13 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
14 specials.
... 15 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
16 A. Product Data,if applicable
17 1. Tapping Sleeve noting the pressure rating and coating system supplied including:
18 a. Dimensions, weights, material list, and detailed drawings
19 b. Maximum torque recommended by the manufacturer for the valve by size
20 B. Submittals
21 1. Provide a detailed sequence of work for 16-inch,or larger, connections if required
22 by City that includes:
23 a. Results of exploratory excavation
24 b. Dewatering
25 c. Procedure for connecting to the existing water main
26 d. Time period for completing work from when the water is shut down to when
27 the main is back in service
28 e. Testing and repressurization procedures
29 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe
30 must be certified and provide Welding Certificates,upon request, in accordance
31 with AWWA C200.
-- 32 1.7 CLOSEOUT SUBMITTALS [NOT USED]
33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
34 1.9 QUALITY ASSURANCE [NOT USED]
35 1.10 DELIVERY,STORAGE,AND HANDLING
36 A. Storage and Handling Requirements
37 1. Protect parts so that no damage or deterioration occurs during a prolonged delay
.. 38 from the time of shipment until installation is completed.
39 2. Protect all equipment and parts against any damage during a prolonged period at the
40 site.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 6,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
33 1225-6
CONNECTION TO EXISTING WATER MAINS
Page 6 of 8 -�
1 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly -
2 built and securely bolted thereto.
3 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion.
4 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and
5 extremes in temperature.
6 6. Secure and maintain a location to store the material in accordance with Section 01
7 6600.
8 1.11 FIELD [SITE] CONDITIONS [NOT USED]
9 1.12 WARRANTY
10 A. Manufacturer Warranty
11 1. Manufacturer's warranty shall be in accordance with Division 1. -
12 PART 2- PRODUCTS
13 2.1 OWNER-FURNISHED [OR]OWNER-SUPPLIED PRODUCTS [NOT USED]
14 2.2 EQUIPMENT,PRODUCT TYPES AND MATERIALS 4
15 A. Manufacturers
16 1. Only the manufacturers as listed by the City's Standard Products List will be
17 considered as shown in Section 0160 00.
18 a. The manufacturer must comply with this Specification and related Sections.
19 2. Any product that is not listed on the Standard Products List is considered a
20 substitution and shall be submitted in accordance with Section 0125 00.
21 B. Description
22 1. Regulatory Requirements --
23 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of
24 this Specification.
25 b. All valve components in contact with potable water shall conform to the
26 requirements of NSF 61.
27 C. Tapping Sleeve Materials
28 1. Body
29 a. Body: Carbon Steel per ASTM A283 Grade C,ASTM A285 Grade C,ASTM
30 A36 Steel or equal
31 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion
32 applied per AWWA C213.
33 c. All buried tapping sleeves shall be provided with polyethylene encasement in
34 accordance with AWWA/ANSI C105/A21.5.
35 1) Polyethylene encasement shall be in accordance with Section 33 11 10.
36 2. Flange
37 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME
38 B16.1 Class 125.
39 b. Recessed for tapping valve per MSS SP-60
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 6,2013 RELOCATIONS CONTRACT 2017
City Project No.100993 �.
33 1225-7
CONNECTION TO EXISTING WATER MAINS
" Page 7 of 8
.�, 1 3. Bolts and Nuts
2 a. Flanged Ends
3 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe
4 material.
5 2) Provide bolts and nuts in accordance with Section 33 1105.
6 4. Gaskets
7 a. Provide gaskets in accordance with Section 33 1105.
8 5. Test Plug
9 a. 3/-inch NPT carbon steel with square head and fusion bonded epoxy coating
10 2.3 ACCESSORIES [NOT USED]
11 2.4 SOURCE QUALITY CONTROL [NOT USED]
12 PART 3- EXECUTION
13 3.1 INSTALLERS [NOT USED]
14 3.2 EXAMINATION
15 A. Verification of Conditions
16 1. Verify by exploratory excavation, if needed,that existing water main is as depicted
17 in the Drawings and that the location is suitable for a connection to the existing
18 water main.
19 a. Excavate and backfill trench for the exploratory excavation in accordance with
20 33 05 10.
21 2. Verify that all equipment and materials are available on—site prior to the shutdown
22 of the existing main.
23 3. Pipe lines shall be completed,tested and authorized for connection to the existing
24 system in accordance with Section 33 04 40.
25 3.3 PREPARATION [NOT USED]
26 3.4 INSTALLATION
27 A. General
28 1. Upon disruption of the existing water main, continue work until the connection is
29 complete and the existing water main is back in service.
30 B. Procedure
31 1. Expose the proposed connection point in accordance with Section 33 05 10.
32 2. Dewater the existing water line so the chlorinated water is not unlawfully
33 discharged.
34 3. Maintain the water that may bleed by existing valves or plugs during installation
35 within the work area to a reasonable level.
36 a. Control the water in such a way that it does not interfere with the proper
37 installation of the connection or create a discharge of chlorinated water.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 6,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
331225-8
CONNECTION TO EXISTING WATER MAINS
Page 8 of 8
1 4. If any discharge of chlorinated water occurs, discharged water shall be de-
2 chlorinated in accordance with Section 33 04 40
3 5. Cut and remove existing water main in order to make the connection.
4 6. Verify that the existing pipe line is suitable for the proposed connection.
5 7. Place trench foundation and bedding in accordance with 33 05 10.
6 8. In the event that a tapping sleeve and valve is used, the coupon from the existing
7 water main shall be submitted to the City.
8 9. Prevent embedment,backfill, soil, water or other debris form entering the pipeline.
9 10. Establish thrust restraint as provided for in the Drawings.
10 11. Clean and disinfect the pipeline associated with the connection in accordance with
11 Section 33 04 40.
12 12. Place embedment to the top of the pipe zone. --
13 13. Request that the City Valve Crew re-pressurize the pipeline.
14 14. Directionally flush the connection in accordance with Section 33 04 40.
15 15. Request that City Valve Crew open all remaining valves.
16 3.5 REPAIR/RESTORATION [NOT USED]
17 3.6 RE-INSTALLATION [NOT USED]
18 3.7 FIELD[OR]SITE QUALITY CONTROL [NOT USED]
19 3.8 SYSTEM STARTUP[NOT USED]
20 3.9 ADJUSTING[NOT USED]
21 3.10 CLEANING [NOT USED]
22 3.11 CLOSEOUT ACTIVITIES [NOT USED]
23 3.12 PROTECTION [NOT USED]
24 3.13 MAINTENANCE [NOT USED]
25 3.14 ATTACHMENTS [NOT USED]
26 END OF SECTION
27
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 2.2•C.3 and 4—Added reference to Section 33 1105 and removed bolt,nut and
gasket material specification
2/6/2013 D.Townsend 3.4.B.4 Modified to refer to Section 33 04040
28
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised February 6,2013 RELOCATIONS CONTRACT 2017
City Project No.100993 ..�
331240-1
FIRE HYDRANTS
Pagel of 7
1 SECTION 3312 40
2 FIRE HYDRANTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Dry-barrel fire hydrants with 51/4-inch main valve for use with potable water mains
7 B. Deviations from this City of Fort Worth Standard Specification
8 1.2 PRICE AND PAYMENT PROCEDURES
9 A. Measurement and Payment
10 3.The price shall include:
11 c.Extension barrel and stem shall be per vertical foot over X-6"in
12 Miscellaneous Contracts.
13 C. Related Specification Sections include,but are not necessarily limited to:
14 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
15 2. Division 1 —General Requirements
16 3. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill
17 4. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains
18 5. Section 33 11 10—Ductile Iron Pipe
19 6. Section 33 11 11 —Ductile Iron Fittings
20 7. Section 33 11 14—Buried Steel Pipe and Fittings
21 8. Section 33 12 20—Resilient Seated(Wedge)Gate Valve
... 22 1.2 PRICE AND PAYMENT PROCEDURES
23 A. Measurement and Payment
24 1. Measurement
25 a. Fire Hydrant and Extension
26 1) Measurement for this item shall be by the each hydrant,complete in place.
27 2. Payment
28 a. The work performed and materials furnished in accordance with this Item and
29 measured under"Measurement"will be paid for at the unit prices bid per each
30 "Fire Hydrant"installed.
31 3. The price bid shall include:
32 a. Furnishing and installing Fire Hydrants with appurtenances as specified in the
33 Drawings
34 b. Dry-Barrel Fire Hydrant assembly from base to operating nut
35 c. Extension barrel and stem
36 d. Adjusting hydrant to the appropriate height
�- 37 e. Painting
38 f. Pavement Removal
39 g. Excavation
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 3,2014 RELOCATIONS CONTRACT 2017
City Project No.100993
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FIRE HYDRANTS
Page 2 of 7
1 h. Freight, loading,unloading and handling
2 i. Disposal of excess material
3 j. Furnish,placement and compaction of embedment
4 k. Furnish, placement and compaction of backfill
5 1. Blocking,Braces and Rest
6 m. Clean up
7 n. Disinfection
8 o. Testing
9 1.3 REFERENCES
10 A. Definitions
11 1. Base: The lateral connection to the fire hydrant lead;also called a shoe
12 B. Reference Standards
13 1. Reference standards cited in this Specification refer to the current reference
14 standard published at the time of the latest revision date logged at the end of this
15 Specification,unless a date is specifically cited.
16 2. American Water Works Association(AWWA): -�
17 a. C502,Dry-Barrel Fire Hydrants
18 b. Manual of Water Supply Practices M17 (AWWA Manual M17)—Installation,
19 Field Testing,and Maintenance of Fire Hydrants
20 3. NSF International
21 a. 61,Drinking Water System Components—Health Effects
22 4. National Fire Protection Association(NFPA) --
23 a. 1963, Standard for Fire Hose Connections
24 5. Underwriters Laboratories,Inc. (UL)
25 a. 246,Hydrants for Fire-Protection Service --
26 6. Factory Mutual(FM)
27 a. Class Number 1510, Approval Standard for Fire Hydrant(Dry Barrel Type)for
28 Private Fire Service --
29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
30 1.5 SUBMITTALS .�
31 A. Submittals shall be in accordance with Section 0133 00.
32 B. All submittals shall be approved by the City prior to construction.
33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
34 A. Product Data
35 1. Dry-Barrel Fire Hydrant stating:
36 a. Main valve opening size
37 b. Nozzle arrangement and sizes
38 c. Operating nut size
39 d. Operating nut operating direction
40 e. Working pressure rating
41 f. Component assembly and materials
42 g. Coatings and Finishes
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 3,2014 RELOCATIONS CONTRACT 2017
City Project No.100993 ..�
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FIRE HYDRANTS
Page 3 of 7
1 1.7 CLOSEOUT SUBMITTALS [NOT USED]
2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
3 1.9 QUALITY ASSURANCE
4 A. Qualifications
5 1. Manufacturers
6 a. Dry-Barrel Fire Hydrants shall be the product of 1 manufacturer.
.. 7 1) Change orders, specials and field changes may be provided by a different
8 manufacturer upon City approval.
9 2. Dry-Barrel Fire Hydrants shall be in conformance with AWWA C502,UL 246 and
... 10 FM 1510.
11 1.10 DELIVERY,STORAGE, AND HANDLING
12 A. Storage and Handling Requirements
13 1. Store and handle in accordance with the guidelines as stated in AWWA C502 and
14 AWWA Manual M17.
�.. 15 2. Protect all parts so that no damage or deterioration will occur during a prolonged
16 delay from the time of shipment until installation is completed and the units and
17 equipment are ready for operation.
�» 18 3. Protect all equipment and parts against any damage during a prolonged period at the
19. site.
20 4. Protect the finished surfaces of all exposed flanges by wooden blank flanges,
—» 21 strongly built and securely bolted thereto.
22 5. Protect finished iron or steel surfaces not painted to prevent rust and corrosion.
23 6. Prevent plastic and similar brittle items from being directly exposed to sunlight or
24 extremes in temperature.
25 7. Secure and maintain a location to store the material in accordance with Section 01
26 6600.
27 1.11 FIELD CONDITIONS [NOT USED]
28 1.12 WARRANTY
29 A. Manufacturer Warranty
30 1. Manufacturer's Warranty shall be in accordance with Division 1.
31 PART 2- PRODUCTS
32 2.1 OWNER-FURNISHED[OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
33 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS
34 A. Manufacturers
35 1. Only the manufacturers as listed on the City's Standard Products List will be
36 considered as shown in Section 01 60 00.
37 a. The manufacturer must comply with this Specification and related Sections.
38 2. Any product that is not listed on the Standard Products List is considered a
39 substitution and shall be submitted in accordance with Section 0125'00.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 3,2014 RELOCATIONS CONTRACT 2017
""" City Project No.100993
331240-4
FIRE HYDRANTS
Page 4 of 7
1 3. The Dry-Barrel Fire Hydrant shall be new and the product of a manufacturer
2 regularly engaged in the manufacturing of Dry-Barrel Fire Hydrants having similar
3 service and size.
4 B. Description
5 1. Regulatory Requirements "
6 a. Dry-Barrel Fire Hydrant shall meet or exceed the latest revisions of AWWA
7 C502 and shall meet or exceed the requirements of this Specification.
8 b. All Dry-Barrel Fire Hydrant components in contact with potable water shall
9 conform to the requirements of NSF 61.
10 C. Performance/Design Criteria
11 1. Capacities
12 a. Rated working pressure of 250 psi or greater
13 2. Design Criteria
14 a. Operating nut
15 1) Uniformly tapered square nut measuring:
16 a) 1 inch at the base
17 b) 7/8 inch at the top «..
18 2) Open by turning the operating nut to the right(clockwise
19 a) Provide operating direction clearly marked with an arrow and the word
20 "OPEN".
21 3) Provide weather shield with operating nut.
22 b. Main Valve
23 1) Minimum 51/4-inch opening --
24 2) Compression type
25 a) Opening against pressure
26 b) Closing with pressure
27 c. Nozzles
28 1) `T' shape, 3 nozzle arrangement
29 2) Nozzle sizes,threads and configuration in accordance with NFPA 1963
30 a) Hose nozzles
31 (1) 2 x 21/2-inch(nominal size of connection)
32 (a) 180 degrees apart
33 (b) Thread Designation 2.5-7.5 NH(NFPA 1963)
34 b) Pump nozzle
35 (1) 4-inch(nominal size of connection)
36 (a) Thread Designation 4-4 NH(NFPA 1963)
37 d. Hydrant Barrel Configuration
38 1) Upper barrel
39 2) Breakable flange and stem
40 a) To be installed above ground at the connection to the upper barrel
41 3) Extension barrel(if needed)and lower barrel
42 a) Extension barrel and stem ..
43 (1) Lengthen in 6-inch increments
44 e. Drain Valve
45 1) Non-corrodible material
46 2) Spring operated drain valves are not allowed.
47 D. Function
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 3,2014 RELOCATIONS CONTRACT 2017
City Project No.100993
331240-5
FIRE HYDRANTS
Page 5 of 7
1 1. Drain Valve
2 a. Drain fire hydrant barrels when main valve is closed.
3 E. Materials
4 1. Furnish materials in accordance with AWWA C502.
5 2. Dry-Barrel Fire Hydrant Assembly
6 a. Internal parts
7 1) Threads
8 a) Provide operating thread designed to avoid metal such as iron or steer
9 threads against iron or steel parts.
10 2) Stem
-- 11 a) Stem Nuts
12 (1) Provide bronze stem nuts.
13 (a) Grades per AWWA C502
14 b) Where needed, stem shall be grooved and sealed with 0-rings.
15 3. Provide crushed rock for placement around base conforming to Section 33 05 10.
16 F. Finishes
17 1. Primer Materials
18 a. Furnish primer for Dry-Barrel Fire Hydrants in accordance with AWWA C502.
19 2. Finish Materials
20 a. Dry-Barrel Fire Hydrant
21 1) Exterior
22 a) Above grade
23 (1) Furnish exterior coating for above grade Dry-Barrel Fire Hydrant
24 assembly components in accordance with AWWA C502.
25 (2) Coating shall be Flynt Aluminum Paint in Silver.
26 b) Below grade
27 (1) Furnish exterior coating for below grade Dry-Barrel Fire Hydrant
28 assembly components in accordance with AWWA C502.
-- 29 2) Interior
30 a) Interior coating for Dry-Barrel Fire Hydrants assemblies in accordance
31 with AWWA C502
32 2.3 ACCESSORIES
33 A. Polyethylene Encasement
34 1. Provide polyethylene encasement in accordance with Section 33 11 10.
35 B. Embedment
36 1. Provide crushed rock and filter fabric in accordance with Section 33 05 10.
37 2.4 SOURCE QUALITY CONTROL
38 A. Tests and Inspections
39 1. Testing and inspection of Dry-Barrel Fire Hydrants in accordance with AWWA
40 C502.
41 B. Markings
42 1. Provide each Dry-Barrel Fire Hydrant marked in accordance with AWWA C502.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 3,2014 RELOCATIONS CONTRACT 2017
City Project No.100993
331240-6
FIRE HYDRANTS
Page 6 of 7
1 PART 3- EXECUTION[NOT USED]
2 3.1 INSTALLERS [NOT USED]
3 3.2 EXAMINATION [NOT USED]
4 3.3 PREPARATION [NOT USED]
5 3.4 INSTALLATION
6 A. General
7 1. Install in accordance with AWWA Manual of Water Supply Practice M17,
8 manufacturer's recommendations and as shown on the Drawings.
9 2. Provide vertical installation with braces,rest and blocking in accordance with City
10 Standard Details.
11 3. Excavate and backfill trenches in accordance with 33 05 10.
12 4. Embed Dry-Barrel Fire Hydrant assemblies in accordance with 33 05 10.
13 a. At the location of the weep holes, wrap barrel with polyethylene encasement
14 and crushed rock with filter fabric to prevent dirt and debris from entering the
15 fire hydrant. --
16 5. Polyethylene encasement installation shall be in accordance with the applicable
17 portion of Section 33 11 10.
18 6. Install concrete blocking and rest in accordance with Section 03 30 00 as indicated
19 in the Drawings.
20 7. A minimum 1/3 cubic yard of crushed rock shall be placed around the base, in
21 accordance with AWWA Manual of Water Supply Practice M17,to allow drain
22 outlets to operate.
23 a. The crushed rock should extend 6 inches above the drain outlets and a
24 minimum of 1 foot on all sides of the fire hydrant base.
25 8. Fire hydrant lead line shall be installed with a maximum cover of 7 feet.
26 a. Cover is measured from the invert at the fire hydrant base,vertical to ground
27 elevation.
28 b. Fittings may be used along fire lead line to ensure minimum and maximum
29 cover requirements are met.
30 3.5 REPAIR I RESTORATION[NOT USED]
31 3.6 RE-INSTALLATION[NOT USED]
32 3.7 FIELD CONTROL
33 A. Field Inspections
34 1. The Dry-Barrel Fire Hydrant and assembly shall perform as intended with no
35 deformation, leaking or damage of any kind for the pressure ranges indicated.
36 2. City inspector will issue final inspection notice to City staff.
37 3. City Field Operations Staff and Fire Department Staff shall have the opportunity to
38 inspect and operate the hydrant,to ensure that the fire hydrant was installed in
39 accordance with AWWA Manual of Water Supply Practice M17. This includes but
40 is not limited to: ,..
41 a. Operation of Nozzles and operating nut are not obstructed.
42 b. Drain valve is not obstructed or plugged
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 3,2014 RELOCATIONS CONTRACT 2017
City Project No.100993
331240-7
FIRE HYDRANTS
Page 7 of 7
1 4. Keep fire hydrant wrapped or covered to identify that it is out of service until the
2 water line it's connected to is put in service.
3 B. Non-Conforming Work
4 1. If access and operation of the Dry-Barrel Fire Hydrant or its appurtenances do not
5 meet the criteria of the AWWA Manual of Water Supply Practice M17,the
6 Contractor will remedy the situation criteria, at the Contractor's expense.
7 3.8 SYSTEM STARTUP[NOT USED]
8 3.9 ADJUSTING [NOT USED]
9 3.10 CLEANING[NOT USED]
10 3.11 CLOSEOUT ACTIVITIES [NOT USED]
11 3.12 PROTECTION[NOT USED]
12 3.13 MAINTENANCE
13 3.14 ATTACHMENTS
14 END OF SECTION
15
Revision Log
DATE NAME SUMMARY OF CHANGE
2.2.F.2.a.1).a).(2)Added paint manufacturer specification
12/20/2012 D.Johnson 2.2.C.2.c Revised pumper nozzle nominal diameter and added NFPA 1963 Thread
Designations
Specification Modified to be in accordance with the Reduction of Lead in Drinking
Water Act(P.L. 111-380)—All material s to be lead-free in accordance with this act.
11/27/2013 D.Townsend Sections modified are 1.1.A.1,1.9.A.2,and 2.2.E.1
Sections added are 1.3.A.2, 1.3.B.7, 1.6.B.1,2.2.B.1.c,2.43.2
H.R.3588(P.L. 113-64)signed into law 1/2/2014 waived Reduction of Lead in
Drinking Water Act(P.L. 111-380)requirement for fire hydrant. All previous
revisions related to"lead-free"requirement are now deleted including those revisions
1/3/2014 D.Townsend made 11/27/2013,those being:
Sections modified are 1.1.A.1, 1.9.A.2,and 2.2.E.1
Sections added are 1.3.A.2,1.3.B.7,1.6.B.1,2.2.B.l.c,2.43.2
16
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised January 3,2014 RELOCATIONS CONTRACT 2017
�. City Project No.100993
347113-1
TRAFFIC CONTROL
Page 1 of 6
1 SECTION 34 7113
2 TRAFFIC CONTROL
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. TRAFFIC CONTROL
9 The contractor will be required to obtain a"Street Use Permit"(01-55-26)
10 prior to starting work. As part of the"Street Use Permit",a traffic control
11 plan is required.The contractor shall be responsible for providing traffic
12 control during the construction of each work order consistent with the
13 provisions set forth in the latest edition of the"Texas Manual on Uniform
14 Traffic Control Devices"(TMUTCD).
15 Unless otherwise included as part of the work order,the contractor shall
16 submit a traffic control plan(duly sealed,signed and dated by a Registered
17 Professional Engineer(P.E.)in the State of Texas),to the City Traffic Engineer
18 at or before the start of each work order. The P.E. preparing the traffic
-� 19 control plan may utilize standard traffic reroute configurations posted as
20 "Typicals"on the City's Buzzsaw website. Although the work will not begin
21 until the traffic control plan has been reviewed and approved,the contractor's
.. 22 time will begin in accordance with the timeframe mutually established in the
23 "Notice to Proceed" issued the contractor.
24 Work shall not be performed on certain streets I locations during"peak traffic
25 periods"as determined by the City Traffic Engineer and in accordance with
26 the applicable provision of the"City of Fort Worth Traffic Control Handbook
27 for Construction and Maintenance Work Areas".
28 Payment for Traffic Control shall cover the design,installation and
29 maintenance of the Traffic Control plan and devices required at the
30 appropriate unit price bid.
31 C. Related Specification Sections include,but are not necessarily limited to:
32 1. Division 0-Bidding Requirements,Contract Forms and Conditions of the Contract
33 2. Division 1 -General Requirements
34 1.2 PRICE AND PAYMENT PROCEDURES
35 A. Measurement and Payment
36 1. Installation of Traffic Control Devices
37 a. Measurement
38 1) Measurement for Traffic Control Devices shall be per month for the Project
39 duration.
40 a) A month is defined as 30 calendar days.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&,
Revised November 22,2013 RELOCATIONS CONTRACT 2017
�` City Project No.100993
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TRAFFIC CONTROL
Page 2 of 6
1 b. Payment
2 1) The work performed and materials furnished in accordance with this Item
3 and measured as provided under"Measurement"shall be paid for at the
4 unit price bid for"Traffic Control".
5 c. The price bid shall include:
6 1) Traffic Control implementation
7 2) Installation
8 3) Maintenance
9 4) Adjustments
10 5) Replacements
11 6) Removal
12 7) Police assistance during peak hours
13 2. Portable Message Signs
14 a. Measurement
15 1) Measurement for this Item shall be per week for the duration of use.
16 b. Payment
17 1) The work performed and materials furnished in accordance to this Item and
18 measured as provided under"Measurement" shall be paid for at the unit
19 price bid per week for"Portable Message Sign'rental.
20 c. The price bid shall include:
21 1) Delivery of Portable Message Sign to Site
22 2) Message updating
23 3) Sign movement throughout construction
24 4) Return of the Portable Message Sign post-construction
25 3. Preparation of Traffic Control Plan Details
26 a. Measurement
27 1) Measurement for this Item be per each Traffic Control Detail prepared.
28 b. Payment
29 1) The work performed and materials furnished in accordance with this Item
30 shall be paid for at the unit price bid per each"Traffic Control Detail"
31 prepared.
32 c. The price bid shall include:
33 1) Preparing the Traffic Control Plan Details for closures of 24 hours or
34 longer `
35 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices
36 (TMUTCD)
37 3) Obtaining the signature and seal of a licensed Texas Professional Engineer --
38 4) Incorporation of City comments
39 1.3 REFERENCES
40 A. Reference Standards
41 1. Reference standards cited in this Specification refer to the current reference
42 standard published at the time of the latest revision date logged at the end of this
43 Specification,unless a date is specifically cited.
44 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD).
45 3. Item 502,Barricades, Signs, and Traffic Handling of the Texas Department of
46 Transportation, Standard Specifications for Construction and Maintenance of
47 Highways, Streets, and Bridges.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
City Project No.100993 ...
3471 13-3
TRAFFIC CONTROL
Page 3 of 6
1 1.4 ADMINISTRATIVE REQUIREMENTS
2 A. Coordination
3 1. Contact Traffic Services Division(817-392-7738)a minimum of 48 hours prior to
4 implementing Traffic Control within 500 feet of a traffic signal.
5 B. Sequencing
6 1. Any deviations to the Traffic Control Plan included in the Drawings must be first
.�. 7 approved by the City and design Engineer before implementation.
8 1.5 SUBMITTALS
,. 9 A. Provide the City with a current list of qualified flaggers before beginning flagging
10 activities. Use only flaggers on the qualified list.
11 B. Obtain a Street Use Permit from the Street Management Section of the Traffic
^— 12 Engineering Division,311 W. 10`h Street. The Traffic Control Plan(TCP)for the
13 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
14 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
15 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
16 Engineer.
N 17 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
18 Specifications. The Contractor will be responsible for having a licensed Texas
19 Professional Engineer sign and seal the Traffic Control Plan sheets.
... 20 E. Lane closures 24 hours or longer shall require a site-specific traffic control plan.
21 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal
22 changes to the Traffic Control Plan(s)developed by the Design Engineer.
23 G. Design Engineer will furnish standard details for Traffic Control.
24 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
25 1.7 CLOSEOUT SUBMITTALS [NOT USED]
26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
27 1.9 QUALITY ASSURANCE [NOT USED]
28 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED]
29 1.11 FIELD [SITE] CONDITIONS [NOT USED]
30 1.12 WARRANTY [NOT USED]
31 PART 2- PRODUCTS
32 2.1 OWNER-FURNISHED[OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
33 2.2 ASSEMBLIES AND MATERIALS
34 A. Description
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
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TRAFFIC CONTROL
Page 4 of 6 ..
1 1. Regulatory Requirements
2 a. Provide Traffic Control Devices that conform to details shown on the
3 Drawings,the TMUTCD,and TxDOT's Compliant Work Zone Traffic Control
4 Device List(CWZTCDL).
5 2. Materials „
6 a. Traffic Control Devices must meet all reflectivity requirements included in the
7 TMUTCD and TxDOT Specifications—Item 502 at all times during
8 construction.
9 b. Electronic message boards shall be provided in accordance with the TMUTCD.
10 2.3 ACCESSORIES [NOT USED]
11 2.4 SOURCE QUALITY CONTROL [NOT USED]
12 PART 3- EXECUTION --
13 3.1 EXAMINATION [NOT USED]
14 3.2 PREPARATION �.
15 A. Protection of In-Place Conditions
16 1. Protect existing traffic signal equipment.
17 3.3 INSTALLATION
18 A. Follow the Traffic Control Plan(TCP)and install Traffic Control Devices as shown on —
19 the Drawings and as directed.
20 B. Install Traffic Control Devices straight and plumb.
21 C. Do not make changes to the location of any device or implement any other changes to
22 the Traffic Control Plan without the approval of the Engineer.
23 1. Minor adjustments to meet field constructability and visibility are allowed. --
24 D. Maintain Traffic Control Devices by taking corrective action as soon as possible.
25 1. Corrective action includes but is not limited to cleaning,replacing, straightening, _
26 covering,or removing Devices.
27 2. Maintain the Devices such that they are properly positioned, spaced,and legible,
28 and that retroreflective characteristics meet requirements during darkness and rain.
29 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal
30 and state laws(by failing to furnish the necessary flagmen,warning devices,barricades,
31 lights,signs,or other precautionary measures for the protection of persons or property),the
32 Inspector may order such additional precautionary measures be taken to protect persons
33 and property.
34 F. Subject to the approval of the Inspector,portions of this Project,which are not affected by --
35 or in conflict with the proposed method of handling traffic or utility adjustments,can be
36 constructed during any phase.
37 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
38 distance of drivers entering the highway from driveways or side streets.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
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City Project No.100993 '"
3471 13-5
TRAFFIC CONTROL
Page 5 of 6
1 H. To facilitate shifting,barricades and signs used in lane closures or traffic staging may
�. 2 be erected and mounted on portable supports.
3 1. The support design is subject to the approval of the Engineer.
4 I. Lane closures shall be in accordance with the approved Traffic Control Plans.
5 J. If at any time the existing traffic signals become inoperable as a result of construction
6 operations,the Contractor shall provide portable stop signs with 2 orange flags,as
7 approved by the Engineer,to be used for Traffic Control.
8 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal
9 turn-ons,street light pole installation,or other construction will be done during peak traffic
10 times(AM:7 am—9 am,PM:4 pm-6 pm).
11 L. Flaggers
12 1. Provide a Contractor representative who has been certified as a flagging instructor
13 through courses offered by the Texas Engineering Extension Service,the American
14 Traffic Safety Services Association,the National Safety Council,or other approved
15 organizations.
16 a. Provide the certificate indicating course completion when requested.
17 b. This representative is responsible for training and assuring that all flaggers are
18 qualified to perform flagging duties.
19 2. A qualified flagger must be independently certified by 1 of the organizations listed
20 above or trained by the Contractor's certified flagging instructor.
21 3. Flaggers must be courteous and able to effectively communicate with the public.
22 4. When directing traffic,flaggers must use standard attire,flags, signs, and signals
23 and follow the flagging procedures set forth in the TMUTCD.
24 5. Provide and maintain flaggers at such points and for such periods of time as may be
25 required to provide for the safety and convenience of public travel and Contractor's
26 personnel, and as shown on the Drawings or as directed by the Engineer.
27 a. These flaggers shall be located at each end of the lane closure.
28 M. Removal
29 1. Upon completion of Work,remove from the Site all barricades, signs,cones,lights
30 and other Traffic Control Devices used for work-zone traffic handling in a timely
31 manner, unless otherwise shown on the Drawings.
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
3471 13-6
TRAFFIC CONTROL
Page 6 of 6
1 3.4 REPAIR/RESTORATION [NOT USED]
2 3.5 RE-INSTALLATION [NOT USED]
3 3.6 FIELD [oR]SITE QUALITY CONTROL [NOT USED]
4 3.7 SYSTEM STARTUP[NOT USED]
5 3.8 ADJUSTING[NOT USED]
6 3.9 CLEANING[NOT USED]
7 3.10 CLOSEOUT ACTWITIES [NOT USED}
8 3.11 PROTECTION [NOT USED]
9 3.12 MAINTENANCE [NOT USED] ,
10 3.13 ATTACHMENTS [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/13 S.Arnold Added police assistance,requirement for when a site specific TCP is required ...
13
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised November 22,2013 RELOCATIONS CONTRACT 2017
City Project No.100993
APPENDIX
GC-4.01 Availability of Lands -None
GC-4.02 Subsurface and Physical Conditions -None
GC-4.04 Underground Facilities -None
GC-4.06 Hazardous Environmental Condition at Site-None
GC-6.06.1)Minority and Women Owned Business Enterprise Compliance
MBE Specifications—Special Instructions for Bidders
MBE Subcontractors/Suppliers Utilization Form
MBE Prime Contractor Waiver Form
MBE Good Faith Effort Form
MBE Joint Venture Eligibility Form
GC-6.07 Wage Rates
2013 Prevailing Wage Rates(Heavy and Highway Construction Project)
GC-6.09 Permits and Utilities-None
GC-6.24 Nondiscrimination-None
GR-01 60 00 Product Requirements-None
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
GC-4.01 Availability of Lands
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
GC-4.04 Underground Facilities
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
GC-4.06 Hazardous Environmental Condition at Site
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
^ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
GC-6.06.1) Minority and Women Owned Business
Enterprise Compliance
MBE Specifications — Special Instructions to Bidders
MBE — Subcontractors 1 suppliers Utilization Form
_ MBE — Prime Contractor Waiver Form
MBE — Good Faith Effort Form
MBE -- Joint Venture Eligibility Form
CITY OF PORT WORTH SMALL DIAMETER WATER MAIN
.� STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July:I,201,1 RELOCATIONS CONTRACT 2017
City hojectNa.100993
FORT WORTH
City of Fort Worth
Minority Business Enterprise Specifications
SPECIAL INSTRUCTIONS FOR OFFERORS
APPLICATION OF POLICY
If the total dollar value of the contract is$50,000 or more,then a MBE subcontracting goal is applicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises
(MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current
Business Diversity Enterprise Ordinance applies to this bid.
MBE PROJECT GOALS
The City's MBE goal on this project is 5 %of the base bid value of the contract.
Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must submit both a
... MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with
the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or;
.. 3. Good Faith Effort documentation, or;
4. Prime Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Purchasing Division, within the following times allocated, in order
for the entire bid to be considered responsive to the specifications, The Offeror shall deliver the MBE documentation In
person to the appropriate employee of the purchasing division and obtain a date/time receipt. Such receipt shall be
evidence that the City received the documentation in the time allocated, A faxed and/or emailed copy will not be
accepted.
1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m.,on the second City business day
met or exceeded: after the bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business day
Utilization Form, if participation is less than after the bid opening date,exclusive of the bid opening date.
statedgoal:
3. Good Faith Effort and Subcontractor received no later than 2:00 p.m.,on the second City business day
Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form,if you will received no later than 2:00 p.m.,on the second City business day
...
perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date.
5. Joint Venture Form, if goal is met or received no later than 2:00 p.m.,on the second City business day
exceeded: after the bid opening date,exclusive of the bid opening date.
i
FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN
THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED
NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A
PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION
PERIOD OF THREE YEARS.
Any questions,please contact the M/WBE Office at(817)212-2674.
Rev.2/10/15
ATTACHMENT 1A
Page 1 of 4
FORT WORTH City of Fort Worth
Minority Business Enterprise
MBE Subcontractors/Suppliers Utilization Form
OFFEROR COMPANY NAME: Check applicable block to describe
Offeror
0'1 —
PRcOJECT NAME: M/W/DBE NON-M/W/DBE
- ri
M J Ytl I ID i' .' ��/' �ua ,� M e.+ /BID(DATE
<
7 l & 1 -2
City's MBE Project Goal. Offeroes MBE Project commitment PROJECT NUMBER
%
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Purchasing
Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will -result in the bid being
considered non-responsive to bid specifications.
MBEs listed toward meeting the project goal must be located in the six(6) county marketplace at the time of
bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic
area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties.
Prime contractors must identify by tier level of all 'subcontractors/suppliers. Tier means the level of
subcontracting below the prime contractor/consultant i.e. a direct payment from the prime contractor to a
subcontractor is considered 1sttier,.a payment by a subcontractor to its supplier is considered 2"d tier. The prime
contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE and
counting those dollars towards meeting the contract committed goal.
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency(NCTRCA) or other certifying agencies that
the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease
trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may
lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and
commissions earned by the MBE as outlined in the lease agreement.
Rev.2/10/15
ATTACHMENT IA
FORT_ 'WORTH � Page 2 of 4
i a
Offerors are required to identify ALL subcontractors/suppliers, regardless of status;i:e.,.Midw-- na nor7=1VIBEs. MBE firms are to be
listed first,use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal.
INCTRCA N
SUBCONTRACTOR/SUPPLIER °
Company Name T n Detail Detail
IAddress i Subcontracting Supp4s. Dollar Amount
i Telephone/Fax e s s M Work Purchased
Email r E E B
Contact Person E
i
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IRev.2/10/15
i
FoRTWORTH ATTACHMENT 3 f
P4
� Page 3 of 4
Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be
listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal.
NCTRCA N
SUBCONTRACTOR/SUPPLIER °
Company Name T n Detail Detail
Address i Subcontracting Supplies Dollar Amount
Telephone/Fax e B B M Work Purchased
Email r E E B
Contact Person E
I
El F]
I
I El
El
I
I
Rev.2/10/15
ATTACHMENT 1A
FoxT WoxTI�
— Page 4 of 4
Ir
Total Dollar Amount of MBE Subcontractors/Suppliers $ 7 r spm
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $
�o oara
.. TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ C7 oo�
«- The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the
Minority and Women Business Enterprise Office through the submittal of a Request for Approval o
Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result
in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed
explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail
explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and
"' any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any
books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with
owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that
.�, will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee
of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract
or debarment from City work for a period of not less than three (3) years and for initiating action under Federal,
State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material
breach of the contract and may result in a determination of an irresponsible Offeror and debarment from
participating in City work for a period of time not less than one (1)year.
c-- t, �. 14-11 -
Authorized Signature tt Printed Signature
dice-
Ttle / Contact NamelTitie(if different)
—T'�3r+ 3 Cin,rtic [ is `[s�S i LcVG. 6,7 -�;P/- Y/G
Company Name Telephone and/or Fax
err
aLoc
Address E-mail Address
_- c 74 c>//7
Cily,�,atelzip Date
Rev.2/10115
ATTACHMENT 113
FORT WORTH Page 1 of 1
City of Fort Worth
Minority Business Enterprise Specifications
Prime Contractor Waiver Form
OFFEROR COMPANY NAME: Check applicable block to describe prime
PROJECT NAME: DBE NOWWWDBE
BID DATE
City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER
% %
If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO,then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes.
Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00
p.m.,on the second City business day after bid opening,exclusive of the bid opening date,will result in
the bid being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this NO
project, this is your normal business practice and provide an operational profile of your business.
Will you perform this entire contract without suppliers? YES
.. If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an inventory profile of your business. NO
.. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including MBE(s)on this contract, the payment thereof and
any proposed changes to the original MBE(s) arrangements submitted with this bid. The Offeror also agrees to
allow an audit and/or examination of any books, records and files held by their company that will substantiate the
actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local
laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract
and may result in a determination of an irresponsible Offeror and barred from participating in City work for a
period of time not less than one(1)year.
Authorized Signature Printed Signature
rr
Title Contact Name(if dffferent)
Company Name Phone Number Fax Number
Address Email Address
City/StateMp Date
Rev.2/10/15
.. ATTACHMENT 1C
Page 1 of 4
FORT WORTH City of Fort Worth
Minority Business Enterprise
MBE Good Faith Effort Form
OFFEROR COMPANY NAME: Check applicable block to describe
Offeror
PROJECT NAME: M=/DBE NON-MWIDBE
BID DATE
City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER
[if the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this
.n form.
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
FFaflureto complete this form, in its entirety with supporting documentation, and received by theing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusivepening date,will result in the bid being considered non-responsive to bid specifications.
.. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion Of this
project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF
FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
a
.r.
Rev.2/10/15
ATTACHMENT 1C
Page 2 of 4
2.) Obtain a current(not more than two(2)months old from the bid open date)list of MBE subcontractors
and/or suppliers from the City's M/WBE Office.
Yes Date of Listing /
No
3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by mail,exclusive of the day the bids are opened?
Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.)
No
�• 4.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are
opened?
Yes (If yes,attach list to include name of MBE firm, ea rson contacted,phone number and date and time of contact.)
No
5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile(fax),exclusive of the day the bids are
opened?
Yes (If yes,attach list to Include name of MBE firm,fax number and date and time of contact. In addition,if the fax Is
returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the
facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation"
documentation may render the GFE non-responsive.)
No
6.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by email,exclusive of the day the bids are opened?
Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned
as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for
proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may
render the GFE non-responsive.)
No
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicable contract. The Offeror must document that either at least two attempts
were made using two of the four methods or that at least one successful contact was made using one of
.. the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
7.) Did you provide plans and specifications to potential MBEs?
Yes
No
8.) Did you provide the information regarding the location of plans and specifications in order to assist
the MBEs?
Yes
No
Rev.2/10/15
.� ATTACHMENT 1C
Page 3 of 4
9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
Yes (If yes,attach all copies of quotations.)
No
10.) Was the contact information on any of the listings not valid?
Yes (If yes,attach the information that was not valid in order for the M/WBE Office to address the corrections
needed.)
No
11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting
documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any
.. relevant documentation by City personnel.
(Please use additional sheets,if necessary,and attach.)
Company Name Telephone Contact Person Scope of Work Reason for Rejection
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
The Offeror further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
., contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance shall create a material breach of
contract and may result in a determination of an irresponsible Offeror and debarment
from participating in City work for a period of time not less than one (1) year.
Rev.2/10115
ATTACHMENT 1C
Page 4 of 4
The undersigned certifies that the information provided and the MBEs) listed was/were
_ contacted in good faith. It is understood that any MBEs) listed in Attachment 1C will be
contacted and the reasons for not using them will be verified by the City's M/WBE
Office.
Authorized Signature Printed Signature
4M
Title Contact Name and Title(if different)
.. Company Name Phone Number Fax Number
Address Email Address
City/State/Zip Date
r
Rev.2/10/15
Joint Venture
Page 1 of 3
F_O_RRT' WORTH
_ CITY OF FORT WORTH
MBE Joint Venture Eligibility Form
All questions must be answered;use"N/A"if not applicable
Name of City project: .
A joint venture form must be completed on each project
RFP/Bid/Purchasing Number:
.r
1.Joint venture information:
Joint Venture Name:
Joint Venture Address:
(If applicable)
Telephone: Facsimile: E-mail address:
Cellular:
Identify the firms that comprise the joint venture:
Please attach extra sheets/f additional space is required to provide detailed explanations of work to be perfonned by each firm comprising the
joint venture
MBE firm Non-MBE firm
name: name:
Business Address: Business Address:
City,State,Zip: City,State,Zip:
Telephone Facsimile E-mail Telephone Facsimile
Cellular Cellular
Certification Status: E-mail address
Name of Certifying Agency:
2. Scope of work performed by the Joint Venture:
.. Describe the scope of work of the MBE: Describe the scope of work of the non-MBE:
AM
as
Rev.2/10/15
Joint Venture
Page 2 of 3
3.What is the percentage of MBE participation on this joint venture that you wish to be counted toward
.. meeting the project goal?
,., 4.Attach a copy of the joint venture agreement.
dft 5. List components of ownership of joint venture: (Do not complete if this information is described in joint venture agreement)
Profit and loss sharing:
Capital contributions,including
equipment:
Other applicable ownership interests:
6.Identify by name,race,seg and firm those individuals(with titles)who are responsible for the day-to-day
management and decision making of the joint venture:
Financial decisions
(to include Account Payable and Receivable):
Management decisions:
a. Estimating
b. Marketing and Sales
c. Hiring and Firing of management
personnel
d. Purchasing of major equipment
and/or supplies
Supervision of field operations
i
The City's Minority and Women Business Enterprise Office will review your joint venture submission and
will have final approval of the MBE percentage applied toward the goal for the project listed on this form.
NOTE:
From and after the date of project award, if any of the participants,the individually defined scopes of work or
the dollar amounts/percentages change from the originally approved information, then the participants must
+� inform the City's MNVBE Office immediately for approval. Any unjustified change or deletion shall be a
material breach of contract and may result in debarment in accord with the procedures outlined in the City's
BDE Ordinance.
Rev.2/10/15
.. Joint Venture
Page 3 of 3
AFFIDAVIT
The undersigned affirms that the foregoing statements are true and correct and include all material information
i necessary to identify and explain the terms and operation of the joint venture. Furthermore,the undersigned shall
agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments
herein.
i
The City also reserves the right to request any additional information deemed necessary to determine if the joint
venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds
for termination of the eligibility process.
i
The undersigned agree to permit audits, interviews with owners and examination of the books, records and files
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this joint
i venture's eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false
statements or willful misrepresentation of facts.
Name of MBE firm Name of non-MBE firm y
i
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
i
Title Title
i Date Date
i
Notarization
State of County of
On this day of _720 ,before me appeared
and
i
to me personally known and who,being duly sworn,did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as their free act and deed.
Notary Public
Print Name
ar
Notary Public
Signature
Commission Expires (sea9
Rev.2110115
GC-6.07 Wage Rates
2013 Prevailing Wage Rates (Heavy and Highway
Construction Projects)
CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
CLASSIFICATION DESCRIPTION Wage Rate
Asphalt Distributor Operator $ 15.32
Asphalt Paving Machine Operator $ 13.99
Asphalt Raker $ 12.69
Broom or Sweeper Operator $ 11,74
Concrete Finisher,Paving and Structures $ 14.12
Concrete Pavement Finishing Machine Operator $ 16.05
Concrete Saw Operator $ 14.48
Crane Operator,Hydraulic 80 tons or less $ 18.12
Crane Operator,Lattice Boom 80 Tons or Less $ 17.27
Crane Operator,Lattice Boom Over 80 Tons $ 20.52
Crawler Tractor Operator $ 14.07
Electrician $ 19.80
Excavator Operator,50,000 pounds or less $ 17.19
Excavator Operator,Over 50,000 pounds $ 16.99
Flagger $ 10.06
Form Builder/Setter,Structures $ 13.84
Form Setter,Paving&Curb $ 13.16
Foundation Drill Operator,Crawler Mounted $ 17.99
Foundation Drill Operator,Truck Mounted $ 21.07
Front End Loader Operator,3 CY or Less $ 13.69
Front End Loader Operator,Over 3 CY $ 14.72
Laborer,Common $ 10.72
Laborer,Utility $ 12.32
Loader/Backhoe Operator $ 15.18
Mechanic $ 17.68
Milling Machine Operator $ 14.32
Motor Grader Operator,Fine Grade $ 17.19
Motor Grader Operator,Rough $ 16.02
Off Road Hauler $ 12.25
«. Pavement Marking Machine Operator $ 13.63
Pipelayer $ 13.24
Reclaimer/Pulverizer Operator $ 11.01
,. Reinforcing Steel Worker $ 16.18
Roller Operator,Asphalt $ 13.08
Roller Operator,Other $ 11.51
Scraper Operator $ 12.96
Servicer $ 14.58
Small Slipform Machine Operator $ 15.96
�. Spreader Box Operator $ 14.73
Truck Driver Lowboy-Float $ 16.24
Truck Driver Transit-Mix $ 14.14
Truck Driver,Single Axle $ 12.31
�. Truck Driver,Single or Tandem Axle Dump Truck $ 12.62
Trude Driver,Tandem Axle Tractor with Semi Trailer $ 12.86
Welder $ 14.84
Work Zone Barricade Servicer $ 11.68
The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by
the United States Department of labor and current as of September 2013. The titles and descriptions for the
classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway,
Heavy,Utilities,and Industrial Construction in Texas.
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GC-6.09 Permits and Utilities
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
GC-6.24 Nondiscrimination
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993
GR-0160 00 Product Requirements
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CITY OF FORT WORTH SMALL DIAMETER WATER MAIN
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS EXTENSIONS,REPLACEMENTS&
Revised July 1,2011 RELOCATIONS CONTRACT 2017
City Project No.100993