HomeMy WebLinkAboutContract 48981 CITY
SECRETARY � .
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D.O.E. FILE �����FORT WORTH COWMCT N0. /�
CONTRACTOR'S BONDING CO.
CONSTRUCTION'S COPY
CLIENT DEPARTMENT
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
HMAC STREET REHABILITATION (2016-7)
AT VARIOUS LOCATIONS
City Project No. 100620
Betsy Price David Cooke
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, 'potation and Public Works Department
Prepared for
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2017
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OFFICIAL ROCQRD
CI'T'Y 310FWARY
Official site of the Oty of Fort Worth,Texas
CITY COUNCIL AGENDA FORTH
Ir-
COUNCIL ACTION: Approved on 3/7/2017
REFERENCE * 20HMAC STREET
DATE: 3/7/2017 NO.: C-28136 LOG NAME: REHABILITATION 2016-7
CODE: C TYPE: CONSENT PUBLIC NO
HEARING:
SUBJECT: Authorize Execution of a Contract with Oldcastle Materials Texas, Inc. d/b/a TexasBit, an
Oldcastle Company, in the Amount of$1,090,406.02 for Hot Mix Asphaltic Concrete Street
Rehabilitation, 2016-7, of Approximately Six Lane Miles of Various Street Segments
Throughout the City of Fort Worth and Provide for Contingencies, Construction
Management, Surveying, Inspection and Material Testing for a Total Project Amount of
$1,340,406.02 (COUNCIL DISTRICTS 2 and 8)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a contract with Oldcastle Materials Texas,
Inc. d/b/a TexasBit an Oldcastle Company, in the amount of$1,090,406.02 for Hot Mix Asphaltic Concrete
Street Rehabilitation, 2016-7, on approximately six lane miles at multiple locations, as listed on the
attachments provided. (City Project No. 100620)
DISCUSSION:
In the Fiscal Year 2017 Contract Street Maintenance Program, various types of street maintenance are
grouped into specific contract packages. The recommended construction contract outlined in this Mayor and
Council Communication (M&C)will provide street rehabilitation for nine street segments under the Contract
Street Maintenance Program, as identified in the attached project maps (City Project No. 100620).
Description Amount
Design $ 0.00
Construction $1,090,406.02
Project $250,000.00
Management/Inspection/Contingencies,
Etc.
Total Project Budget $1,340,406.02
This project was advertised for bid on December 8, 2016 and December 15, 2016, in the Fort Worth Star-
Telegram. On January 12, 2017, the following bids were received:
Bidders Amount
TexasBit, an Oldcastle Co. 1 $1,090,406.02
JLB Contracting, LLC. $1,119,895.44
Advanced Paving Co. $1,143,176.76
Peachtree Construction, Ltd. $1,233,746.60
[-Yh--eLane Construction Corp. _ $1,396,662.35
Pavecon Public Works, LP. $1,692,666.40
Construction is anticipated to commence in May 2017, with a contract time of 170 calendar days, and it is
estimated to be complete by the end of October 2017.
M/WBE OFFICE—TexasBit, an Oldcastle Company, is in compliance with the City's BIDE Ordinance by
committing to five percent MBE participation on this project. The Citys MBE goal on this project is five percent.
The City reserves the right to increase or decrease quantities of individual pay items within the contract,
provided that the total contract amount remains within plus or minus 25 percent of the contract award.
These projects are located in COUNCIL DISTRICTS 2 and 8, Mapsco 32V, 32Z and 105M.
FISCAL INFORMATION/CERTIFICATION:
The Director of Finance certifies that funds are available in City Project No.100620 Hot Mix Asphaltic
Concrete Street Rehabilitation, 2016-7 as appropriated within the General Capital Projects Fund. Approval
of this recommendation does not result in additional appropriations.
TO
Fund Department Account Project Program Activity Budget Reference# Amount
ID ID Year Charlfield 2
FROM
Fund Department Account Project Program Activity Budget Reference# Amount
ID I I ID I I Year (Chartfield 2
Submitted for City Manager's Office by: Jay Chapa (5804)
Originating Department Head: Douglas Wiersig (7801)
Additional Information Contact: Tariqul Islam (2486)
ATTACHMENTS
Form 1295 Texas Bit .pdf
Map HMAC2016-7 Mapl.pdf
Map HMAC2016-7 Map2.Ddf
Street List HMAC 2016-7.pdf
FoRTWORTH,
City of Fort Worth
Standard Construction Specification
Documents
Adopted September 2011
000000-1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 3
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
003513 Conflict of Interest Affidavit
00 41 00 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
004513 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
0061 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division 01 - General Requirements
01 1100 Summary of Work
01 25 00 Substitution Procedures
01 31 19 Preconstruction Meeting
01 31 20 Project Meetings
01 32 16 Construction Progress Schedule
01 32 33 Preconstruction Video
01 33 00 Submittals
0135 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
0157 13 Storm Water Pollution Prevention Plan
01 58 13 Temporary Project Signage
01 70 00 Mobilization and Remobilization
01 71 23 Construction Staking and Survey
01 74 23 Cleaning
01 77 19 Closeout Requirements
01 78 39 Project Record Documents
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised February 2,2016
000000-2
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 3
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 15 Paving Removal
Division 03- Concrete
03 30 00 Cast-In-Place Concrete
Division 31-Earthwork
31 23 16 Unclassified Excavation
Division 32- Exterior Improvements
32 11 23 Flexible Base Courses
32 11 33 Cement Treated Base Courses
32 12 16 Asphalt Paving
32 13 20 Concrete Sidewalks,Driveways and Barrier Free Ramps
32 16 13 Concrete Curb and Gutters and Valley Gutters
32 17 23 Pavement Markings
3291 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro-Mulching,Seeding,and Sodding
Division 33-Utilities
3305 13 Frame,Cover and Grade Rings
33 05 14 Adjusting Manholes,Inlets,Valve Boxes,and Other Structures to Grade
3305 17 Concrete Collars
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://proiectp2int.buzzsaw.conVclient/fortworthgov/Resource,S/02%20-
%20Construction%2ODocuments/S jpecifications
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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised February 2,2016
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 HMAC STREET REHABILITATION(2016-7)AT
5 VARIOUS LOCATIONS,City Project No. 100620 will be received by the City of Fort Worth
6 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,January 12,2017,and bids will be opened publicly and read
13 aloud at 2:00 PM CST in the Council Chambers.
14
15
16 GENERAL DESCRIPTION OF WORK
17 The major work will consist of the(approximate)following:
18
19 47,232 S.Y. 3"HMAC Surface Course,Type D
20
21 51,528 S.Y. 8"Pavement Pulverization
22
23 403 Gal Roadbond ENI
24
25 335 Ton Cement Modification
26
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 hn://www.fortworth og v_orgipurchasing//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 httus://www.ethics.state.tx.us/tee/1295-Info.htm .
42
43
44 Copies of the Bidding and Contract Documents may be purchased from Nikki McLeroy, 817-
45 392-8363.City of Fort Worth,TPW, 1000 Throckmorton St.,Fort Worth,TX 76102.
46
47 The cost of Bidding and Contract Documents is: $30.00
48
49
CITY OF FORT WORTH HMAC STREET REHABILITAION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 23,2015
001113-2
INVITATION TO BIDDERS
Page 2 of 2
1 PREBID CONFERENCE
2 A prebid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO
3 BIDDERS at the following location, date,and time:
4 DATE: Wednesday,December 21,2016
5 TIME: 9.00 A.M.
6 PLACE: Transportation and Public Works,Street Services,5001 James Avenue, Suite#:
7 201,Fort Worth,Texas 76115
8
9 CITY'S RIGHT TO ACCEPT OR REJECT BIDS
10 City reserves the right to waive irregularities and to accept or reject bids.
11
12 FUNDING
13 Any Contract awarded under this INVITATION TO BIDDERS is expected to be funded from
14 revenues generated from grants and dedicated to the work under this INVITATION TO
15 BIDDERS.
16
17 INQUIRIES
18 All inquiries relative to this procurement should be addressed to the following:
19 Attn: Tariqul Islam,City of Fort Worth
20 Email: tariqul.islam@fortworthTexas.gov
21 Phone: 817-392-2486
22
23 ADVERTISEMENT DATES
24 December 8, 2016
25 December 15, 2016
26
27 END OF SECTION
CITY OF FORT WORTH HMAC STREET REHABILITAION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 23,2015
TYPES AND LEVELS OF QUALIFICATION
MACHINE LAID CONCRETE PAVING CONSTRUCTION/RECONSTRUCTION
Machine Laid Concrete Paving Construction/Reconstruction LESS THAN 15,000 square
yards
A Contractor may be deemed as pre-qualified to perform concrete paving as a Prime
Contractor with the City of Port Worth if the required pre-qualification information
submitted by the Contractor demonstrates through financial stability,experience and
available resources that the Contractor should be able to perform the indicated level of
work. If the Contractor is pre-qualified for this level,the Contractor will only be
considered qualified to perform concrete paving on projects that include less than f5#
square yards.
Machine Laid Concrete Paving Construction/Reconstruction 15,000 square yards and
GREATER
A Contractor may be deemed as pre-qualified to perform concrete paving as a Prime
Contractor with the City of Fort Worth if the required pre-qualification information
submitted by the Contractor demonstrates through financial stability,experience and
available resources that the Contractor should be able to perform the indicated level of
work. If the Contractor is pre-qualified for this level,the Contractor will not be limited
on the size of project upon which he or she may bid.
Pre-Qualification is not required for Hand Laid Concrete Pavement or Bridge Deck
Con tructiouiRecoustruction unless specifically caged for in the project plana or
specifications.
ASPHALT PAVING CON STRUCTIONMCONSTRUCTION
Asphalt Paving Construction/Reconstruction LESS THAN 1, t square yards
A Contractor may be deemed as pre-qualified to perform asphalt paving as a Prime
Contractor with the City of Fort Worth if the required pre-qualification information
submitted by the Contractor demonstrates through financial stability, experience and
available resources that the Contractor should be able to perform the indicated level of
work. If the Contractor is pre-qualified for this level,the Contractor will only be
considered qualified to perform asphalt paving on projects that include less than J$,
square yards,
Asphalt Paving Construction/Reconstruction M,4#0 square yards and GREATER
A Contractor may be deemed as pre-qualified to perform asphalt paving as a Prime
Contractor with the City ofFort Worth if the required pre-qualification information
submitted by the Contractor demonstrates through financial stability, experience and
available resources that the Contractor should be able to perform the indicated level of
work. If the Contractor is pre-qualified for this level,the Contractor will not be limited
on the size ofproject upon which he or she may bid.
ASPHALT PAVING HEAVY MAINTENANCE
Asphalt Paving Heavy Maintenance UNDER$1,000,000
AA Contractor may be deemed as pre-qualified to perform asphalt paging heavy
maintenance as a Prime Contractor with the City of Fort Worth if the required pre-
qualification information submitted by the Contractor demonstrates through financial
stability, experience and available resources that the Contractor should be able to perform
the indicated level of work. If the Contractor is pre-qualified for this level,the total
amount of the bid for asphalt paving heavy maintenance and all items directly associated
with the paving shall be less than$1,000,000.
Asphalt Paving Heavy Maintenance$1,000,000 and OVER
A Contractor may be deemed as pre-qualified to perform asphalt paving heavy
maintenance as a Prime Contractor with the City of Fort Worth if the required pre-
qualification information submitted by the Contractor demonstrates through financial
.stability, experience and available resources that the Contractor should be able to perform.
the indicated level ofwork- If the Contractor is pre-qualified for this level,the
Contractor will not be limited on the size of project upon which he or she may bid.
�khi,Vol
002113-1
INSTRUCTIONS TO BIDDERS
Page 1 of 10
1 SECTION 00 2113
2 INSTRUCTIONS TO BIDDERS
3 1. Defined Terms
4
5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72
6 00-GENERAL CONDITIONS.
7
8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
9 meanings indicated below which are applicable to both the singular and plural thereof.
10
11 1.2.1. Bidder: Any person,firm,partnership,company, association,or corporation acting
12 directly through a duly authorized representative, submitting a bid for performing
13 the work contemplated under the Contract Documents.
14
15 1.2.2. Nonresident Bidder: Any person,firm,partnership,company,association,or
16 corporation acting directly through a duly authorized representative, submitting a
17 bid for performing the work contemplated under the Contract Documents whose
18 principal place of business is not in the State of Texas.
19
20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
21 (on the basis of City's evaluation as hereinafter provided)makes an award.
22
23 2. Copies of Bidding Documents
24
25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
26 resulting from the Bidders use of incomplete sets of Bidding Documents.
27
28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the
29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
30 for any other use.
31
32 3. Prequalification of Bidders(Prime Contractors and Subcontractors)
33
34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types
35 requiring prequalification at the time of bidding. Bids received from contractors who are
36 not prequalified(even if inadvertently opened) shall not be considered. Prequalification
37 requirement work types and documentation are as follows:
38
39 3.1.1. Paving—Requirements document located at;
40 https://Projecti)oint.buzzsaw.com/fortworthg_ov/Resources/02%20-
41 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving
42 %20Contractor%2OPrequalification%2OProgram/PREOUALIFICATION%20REO
43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public
44
45 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at;
46 https://projectpoint.buzzsaw.com/fortworthg_ov/Resources/02%20-
47 %20Construction%2ODocuments/Contractor%2OPregualificationf PW%2OPaving
48 %20Contractor%20Pregualification%2OProgEam/PREQUALIFICATION%20REO
49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
002113-2
INSTRUCTIONS TO BIDDERS
Page 2 of 10
1
2 3.1.3. Water and Sanitary Sewer—Requirements document located at;
3 hgps://i)rojectpoint.buzzsaw.com/fortworthgov/Resources/02%20-
4 %20Construction%2ODocuments/Contractor%2OPregualification/Water%20and%2
5 OSanitM%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre
6 qual%20req-uirements.doc?p blic
7
8
9 3.2.Each Bidder unless currently prequalified,must be prepared to submit to City within
10 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00
11 45 11,BIDDERS PREQUALIFICATIONS.
12
13 3.2.1. Submission of and/or questions related to prequalification should be addressed to
14 the City contact as provided in Paragraph 6.1.
15
16
17 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low
18 bidder(s)for a project to submit such additional information as the City,in its sole
19 discretion may require,including but not limited to manpower and equipment records,
20 information about key personnel to be assigned to the project,and construction schedule,
21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to
22 deliver a quality product and successfully complete projects for the amount bid within
23 the stipulated time frame.Based upon the City's assessment of the submitted
24 information,a recommendation regarding the award of a contract will be made to the
25 City Council. Failure to submit the additional information,if requested,may be grounds
26 for rejecting the apparent low bidder as non-responsive.Affected contractors will be
27 notified in writing of a recommendation to the City Council.
28
29 3.4.In addition to prequalification, additional requirements for qualification may be required
30 within various sections of the Contract Documents.
31
32 3.5.Special qualifications required for this project include the following:
33 4. Examination of Bidding and Contract Documents,Other Related Data,and Site
34
35 4.1.Before submitting a Bid,each Bidder shall:
36
37 4.1.1. Examine and carefully study the Contract Documents and other related data
38 identified in the Bidding Documents(including "technical data"referred to in
39 Paragraph 4.2.below).No information given by City or any representative of the
40 City other than that contained in the Contract Documents and officially
41 promulgated addenda thereto, shall be binding upon the City.
42
43 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and
44 site conditions that may affect cost,progress, performance or furnishing of the
45 Work.
46
47 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
48 progress,performance or furnishing of the Work.
49
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
002113-3
INSTRUCTIONS TO BIDDERS
Page 3 of 10
1 4.1.4. Be advised,City, in accordance with Title VI of the Civil Rights Act of 1964, 78
2 Stat. 252,42 U.S.C. 2000d to 2000d-4 and Title 49,Code of Federal Regulations,
3 Department of Transportation,Subtitle A,Office of the Secretary,Part 21,
4 Nondiscrimination in Federally-assisted programs of the Department of
5 Transportation issued pursuant to such Act,hereby notifies all bidders that it will
6 affirmatively insure that in any contract entered into pursuant to this advertisement,
7 minority business enterprises will be afforded full opportunity to submit bids in
8 response to this invitation and will not be discriminated against on the grounds of
9 race,color,or national origin in consideration of award.
10
11 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or
12 contiguous to the Site and all drawings of physical conditions relating to existing
13 surface or subsurface structures at the Site(except Underground Facilities)that
14 have been identified in the Contract Documents as containing reliable "technical
15 data"and (ii)reports and drawings of Hazardous Environmental Conditions,if any,
16 at the Site that have been identified in the Contract Documents as containing
17 reliable "technical data."
18
19 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of
20 the information which the City will furnish.All additional information and data
21 which the City will supply after promulgation of the formal Contract Documents
22 shall be issued in the form of written addenda and shall become part of the Contract
23 Documents just as though such addenda were actually written into the original
24 Contract Documents.No information given by the City other than that contained in
25 the Contract Documents and officially promulgated addenda thereto, shall be
26 binding upon the City.
27
28 4.1.7. Perform independent research,investigations,tests,borings,and such other means
29 as may be necessary to gain a complete knowledge of the conditions which will be
30 encountered during the construction of the project. On request,City may provide
31 each Bidder access to the site to conduct such examinations,investigations,
32 explorations,tests and studies as each Bidder deems necessary for submission of a
33 Bid. Bidder must fill all holes and clean up and restore the site to its former
34 conditions upon completion of such explorations,investigations,tests and studies.
35
36 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the
37 cost of doing the Work,time required for its completion,and obtain all information
38 required to make a proposal. Bidders shall rely exclusively and solely upon their
39 own estimates,investigation,research,tests,explorations,and other data which are
40 necessary for full and complete information upon which the proposal is to be based.
41 It is understood that the submission of a proposal is prima-facie evidence that the
42 Bidder has made the investigation,examinations and tests herein required.Claims
43 for additional compensation due to variations between conditions actually
44 encountered in construction and as indicated in the Contract Documents will not be
45 allowed.
46
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
002113-4
INSTRUCTIONS TO BIDDERS
Page 4 of 10
1 4.1.9. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or
2 between the Contract Documents and such other related documents.The Contractor
3 shall not take advantage of any gross error or omission in the Contract Documents,
4 and the City shall be permitted to make such corrections or interpretations as may
5 be deemed necessary for fulfillment of the intent of the Contract Documents.
6
7 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of-
8
9 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
10 the site which have been utilized by City in preparation of the Contract Documents.
11 The logs of Soil Borings,if any, on the plans are for general information only.
12 Neither the City nor the Engineer guarantee that the data shown is representative of
13 conditions which actually exist.
14
15 4.2.2. those drawings of physical conditions in or relating to existing surface and
16 subsurface structures(except Underground Facilities)which are at or contiguous to
17 the site that have been utilized by City in preparation of the Contract Documents.
18
19 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
20 on request. Those reports and drawings may not be part of the Contract
21 Documents,but the "technical data" contained therein upon which Bidder is entitled
22 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
23 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
24 responsible for any interpretation or conclusion drawn from any"technical data" or
25 any other data,interpretations,opinions or information.
26
27 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i)
28 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without
29 exception the Bid is premised upon performing and furnishing the Work required by the
30 Contract Documents and applying the specific means,methods,techniques, sequences or
31 procedures of construction(if any)that may be shown or indicated or expressly required
32 by the Contract Documents,(iii)that Bidder has given City written notice of all
33 conflicts,errors,ambiguities and discrepancies in the Contract Documents and the
34 written resolutions thereof by City are acceptable to Bidder,and when said conflicts,
35 etc.,have not been resolved through the interpretations by City as described in
36 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate
37 and convey understanding of all terms and conditions for performing and furnishing the
38 Work.
39
40 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinated
41 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by
42 Paragraph 4.06.of the General Conditions,unless specifically identified in the Contract
43 Documents.
44
45 5. Availability of Lands for Work,Etc.
46
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
002113-5
INSTRUCTIONS TO BIDDERS
Page 5 of 10
1 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for
2 access thereto and other lands designated for use by Contractor in performing the Work
3 are identified in the Contract Documents. All additional lands and access thereto
4 required for temporary construction facilities,construction equipment or storage of
5 materials and equipment to be incorporated in the Work are to be obtained and paid for
6 by Contractor. Easements for permanent structures or permanent changes in existing
7 facilities are to be obtained and paid for by City unless otherwise provided in the
8 Contract Documents.
9
10 5.2.Outstanding right-of-way,easements,and/or permits to be acquired by the City are listed
11 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
12 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel
13 the award of contract at any time before the Bidder begins any construction work on the
14 project.
15
16 5.3. The Bidder shall be prepared to commence construction without all executed right-of-
17 way,easements,and/or permits,and shall submit a schedule to the City of how
18 construction will proceed in the other areas of the project that do not require permits
19 and/or easements.
20
21 6. Interpretations and Addenda
22
23 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to
24 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions
25 received after this day may not be responded to.Interpretations or clarifications
26 considered necessary by City in response to such questions will be issued by Addenda
27 delivered to all parties recorded by City as having received the Bidding Documents.
28 Only questions answered by formal written Addenda will be binding. Oral and other
29 interpretations or clarifications will be without legal effect.
30
31 Address questions to:
32
33 City of Fort Worth
34 1000 Throckmorton Street
35 Fort Worth,TX 76102
36 Attn: Tariqul Islam,Transportation and Public Works
37 Fax: 817-392-7969
38 Email: tariqul.islam@fortworthtexas.gov ,Phone: 817-392-2486
39
40 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by
41 City.
42
43 6.3.Addenda or clarifications may be posted via Buzzsaw at <Insert Link to Documents>.
44
45 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or
46 INVITATION TO BIDDERS. Representatives of City will be present to discuss the
47 Project. Bidders are encouraged to attend and participate in the conference. City will
48 transmit to all prospective Bidders of record such Addenda as City considers necessary
49 in response to questions arising at the conference. Oral statements may not be relied
50 upon and will not be binding or legally effective.
51
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
0021 13-6
INSTRUCTIONS TO BIDDERS
Page 6 of 10
1 7. Bid Security
2
3 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five
4 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
5 the requirements of Paragraphs 5.01 of the General Conditions.
6
7 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
8 have been satisfied. If the Successful Bidder fails to execute and deliver the complete
9 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in
10 default, rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited.
11 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
12 other Bidders whom City believes to have a reasonable chance of receiving the award
13 will be retained by City until final contract execution.
14
15 8. Contract Times
16 The number of days within which, or the dates by which,Milestones are to be achieved in
17 accordance with the General Requirements and the Work is to be completed and ready for
18 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
19 attached Bid Form.
20
21 9. Liquidated Damages
22 Provisions for liquidated damages are set forth in the Agreement.
23
24 10. Substitute and "Or-Equal" Items
25 The Contract,if awarded,will be on the basis of materials and equipment described in the
26 Bidding Documents without consideration of possible substitute or"or-equal" items.
27 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or"or-
28 equal"item of material or equipment may be furnished or used by Contractor if acceptable to
29 City,application for such acceptance will not be considered by City until after the Effective
30 Date of the Agreement. The procedure for submission of any such application by Contractor
31 and consideration by City is set forth in Paragraphs 6.05A.,6.05B. and 6.05C. of the General
32 Conditions and is supplemented in Section 0125 00 of the General Requirements.
33
34 11. Subcontractors,Suppliers and Others
35
36 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020-
37 12-2011 (as amended),the City has goals for the participation of minority business
38 and/or small business enterprises in City contracts.A copy of the Ordinance can be
39 obtained from the Office of the City Secretary.The Bidder shall submit the MBE and
40 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor
41 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint
42 Venture Form as appropriate.The Forms including documentation must be received
43 by the City no later than 2:00 P.M.CST,on the second business days after the bid
44 opening date.The Bidder shall obtain a receipt from the City as evidence the
45 documentation was received.Failure to comply shall render the bid as non-
46 responsive.
47
48 11.2. No Contractor shall be required to employ any Subcontractor,Supplier,other person
49 or organization against whom Contractor has reasonable objection.
50
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
0021 13-7
INSTRUCTIONS TO BIDDERS
Page 7 of 10
1 12. Bid Form
2
3 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
4 obtained from the City.
5
6 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
7 signed in ink. Erasures or alterations shall be initialed in ink by the person signing
8 the Bid Form. A Bid price shall be indicated for each Bid item,alternative,and unit
9 price item listed therein. In the case of optional alternatives,the words "No Bid,"
10 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices,
11 written in ink in both words and numerals,for which the Bidder proposes to do the
12 work contemplated or furnish materials required.All prices shall be written legibly.
13 In case of discrepancy between price in written words and the price in written
14 numerals,the price in written words shall govern.
15
16 12.3. Bids by corporations shall be executed in the corporate name by the president or a
17 vice-president or other corporate officer accompanied by evidence of authority to
18 sign. The corporate seal shall be affixed. The corporate address and state of
19 incorporation shall be shown below the signature.
20
21 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
22 partner, whose title must appear under the signature accompanied by evidence of
23 authority to sign. The official address of the partnership shall be shown below the
24 signature.
25
26 12.5. Bids by limited liability companies shall be executed in the name of the firm by a
27 member and accompanied by evidence of authority to sign. The state of formation of
28 the firm and the official address of the firm shall be shown.
29
30 12.6. Bids by individuals shall show the Bidder's name and official address.
31
32 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
33 indicated on the Bid Form. The official address of the joint venture shall be shown.
34
35 12.8. All names shall be typed or printed in ink below the signature.
36
37 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of
38 which shall be filled in on the Bid Form.
39
40 12.10. Postal and e-mail addresses and telephone number for communications regarding the
41 Bid shall be shown.
42
43 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
44 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance
45 to State Law Non Resident Bidder.
46
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
002113-8
INSTRUCTIONS TO BIDDERS
Page 8 of 10
1 13. Submission of Bids
2 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents,
3 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
4 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed
5 envelope,marked with the City Project Number,Project title,the name and address of
6 Bidder,and accompanied by the Bid security and other required documents. If the Bid is sent
7 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate
8 envelope with the notation "BID ENCLOSED" on the face of it.
9
10 14. Modification and Withdrawal of Bids
11
12 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office
13 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal
14 must be made in writing by an appropriate document duly executed in the manner
15 that a Bid must be executed and delivered to the place where Bids are to be submitted
16 at any time prior to the opening of Bids.After all Bids not requested for withdrawal
17 are opened and publicly read aloud,the Bids for which a withdrawal request has been
18 properly filed may,at the option of the City,be returned unopened.
19
20 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
21 time set for the closing of Bid receipt.
22
23 15. Opening of Bids
24 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
25 abstract of the amounts of the base Bids and major alternates(if any)will be made available
26 to Bidders after the opening of Bids.
27
28 16. Bids to Remain Subject to Acceptance
29 All Bids will remain subject to acceptance for the time period specified for Notice of Award
30 and execution and delivery of a complete Agreement by Successful Bidder. City may,at
31 City's sole discretion,release any Bid and nullify the Bid security prior to that date.
32
33 17. Evaluation of Bids and Award of Contract
34
35 17.1. City reserves the right to reject any or all Bids,including without limitation the rights
36 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids
37 and to reject the Bid of any Bidder if City believes that it would not be in the best
38 interest of the Project to make an award to that Bidder,whether because the Bid is
39 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
40 meet any other pertinent standard or criteria established by City. City also reserves
41 the right to waive informalities not involving price,contract time or changes in the
42 Work with the Successful Bidder. Discrepancies between the multiplication of units
43 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
44 between the indicated sum of any column of figures and the correct sum thereof will
45 be resolved in favor of the correct sum. Discrepancies between words and figures
46 will be resolved in favor of the words.
47
CITY OF FORT WORTH HMAC STREET REHABELITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
0021 13-9
INSTRUCTIONS TO BIDDERS
Page 9 of 10
1 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
2 among the Bidders,Bidder is an interested party to any litigation against City,
3 City or Bidder may have a claim against the other or be engaged in litigation,
4 Bidder is in arrears on any existing contract or has defaulted on a previous
5 contract,Bidder has performed a prior contract in an unsatisfactory manner, or
6 Bidder has uncompleted work which in the judgment of the City will prevent or
7 hinder the prompt completion of additional work if awarded.
8
9 17.2. City may consider the qualifications and experience of Subcontractors,Suppliers,and
10 other persons and organizations proposed for those portions of the Work as to which
11 the identity of Subcontractors, Suppliers,and other persons and organizations must
12 be submitted as provided in the Contract Documents or upon the request of the City.
13 City also may consider the operating costs,maintenance requirements,performance
14 data and guarantees of major items of materials and equipment proposed for
15 incorporation in the Work when such data is required to be submitted prior to the
16 Notice of Award.
17
18 17.3. City may conduct such investigations as City deems necessary to assist in the
19 evaluation of any Bid and to establish the responsibility,qualifications,and financial
20 ability of Bidders,proposed Subcontractors,Suppliers and other persons and
21 organizations to perform and furnish the Work in accordance with the Contract
22 Documents to City's satisfaction within the prescribed time.
23
24 17.4. Contractor shall perform with his own organization,work of a value not less than
25 35%of the value embraced on the Contract,unless otherwise approved by the City.
26
27 17.5. If the Contract is to be awarded,it will be awarded to lowest responsible and
28 responsive Bidder whose evaluation by City indicates that the award will be in the
29 best interests of the City.
30
31 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award
32 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
33 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
34 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
35 comparable contract in the state in which the nonresident's principal place of
36 business is located.
37
38 17.7. A contract is not awarded until formal City Council authorization. If the Contract is
39 to be awarded,City will award the Contract within 90 days after the day of the Bid
40 opening unless extended in writing. No other act of City or others will constitute
41 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by
42 the City.
43
44 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
45
46 18. Signing of Agreement
47 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
48 required number of unsigned counterparts of the Agreement. Within 14 days thereafter
49 Contractor shall sign and deliver the required number of counterparts of the Agreement to
50 City with the required Bonds,Certificates of Insurance, and all other required documentation.
51 City shall thereafter deliver one fully signed counterpart to Contractor.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,20I5
0021 13-10
INSTRUCTIONS TO BIDDERS
Page 10 of 10
1
2
3
4 END OF SECTION
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 21,2015
0035 13-1
CONFLICT OF INTEREST AFFIDAVIT
Page 1 of 1
1 SECTION 00 35 13
2 CONFLICT OF INTEREST AFFIDAVIT
3
4 Each bidder, offeror,or respondent(hereinafter also referred to as"you")to a City of Fort Worth
5 (also referred to as"City")procurement are required to complete Conflict of Interest
6 Questionnaire (the attached CIQ Form)and Local Government Officer Conflicts Disclosure
7 Statement(the attached CIS Form)below pursuant to state law.This affidavit will certify that the
8 Bidder has on file with the City Secretary the required documentation and is eligible to bid on
9 City Work.The referenced forms may be downloaded from the website links provided below.
10
II http://www.etliics.state.tx.us/forms/CIO.pdf
12
13 http://www.ethics.state.tx.us/forms/CIS.pdf
14
15 0 CIQ Form is on file with City Secretary
16
17 CIQ Form is being provided to the City Secretary
18
19 F-1 CIS Form is on File with City Secretary
20
21 CIS Form is being provided to the City Secretary
22
23
24
25 BIDDER:
26
27 TexasBit an Oldcastle company By: Jake Parson
28 Company (Please Print)
29
30 2121 Itvinq Blvd Signature.
31 Address
32
33 Dallas Texas 75207 Title: President
34 City/State/Zip (Please Print)
35
36
37 END OF SECTION
CITY OF FORT WORTH HMAC STREET REHABILITATION(20164)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100920
Revised March 27,2012
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.
None
z
❑ 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.
None
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?
F-1 Yes IXNo
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?
Yes 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-1 Yes X No
D. Describe each employment or business relationship with the local government officer named in this section.
None
4
Jake Parson President January 12, 2017
Si ature f person doing business with the governmental entity Date
Adopted 0 612 912 0 0 7
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
IV�
2 J Office Held NA
3 Name of person described bySections176.002(a)and 176.003(a), Local Government Code
NR 1 v R
4 1 Description of the nature and extent of employment or other business relationship with person named in item 3
NA
51 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)
6 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.
N #-
Signature of Local Government Officer
AFFIX NOTARY STAMP / SEAL ABOVE L
Sworn to and subscribed before me,by the said N'()+ Awol i `,[Ue_ 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
014110
BIT)FORM
Page 1.t i
SECTION 00 41 00
BID FORM
TO: The City Manager
c/o:The Purchasing Department
1000 Throckntonon Street
City of Port Worth,Texas 76102
FOR: HMAC STREET REHABILITATION(2016-7)
City Project No.: 100620
Units/Sections: PAVHMENT IMPROVEMENT
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(imitation those dealing,with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide file 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 front bidding.
2.6.Bidder fins 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"mcans 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.
MY of FORT WORT((
SrANUARD CUNs,rRtx`nUN SPIiCH-VATIUN IAHIlIMEN'IS
rrm Rs.;..r?orlobn 0041 t>n_00_42_43_00_43_l3_(JD_43_37_Bid_Ponn-Prposal-Bond_Vendor_Cnmplianre(0).xls
00 41 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.HMAC Street Rehabilitation Heavy Maintenance and all items directly associated with the paving
In.
C.
d.
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 170 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
The following documents are attached to and made a part of this Bid:
a.This Bid Form
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
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
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.
Total Bid $0.00
7. Bid Submittal
This Bid is submitted OR I.Ia r,7"7w by the entity named below.
Respectfully submitted, Receipt is acknowledged of the Initial
following Addenda:
B—v Addendum No.1:
(L-\\� (Signature) Addendum No.2:
CITY OF FORT WORTH
STANDARD CONSTRUCOON SPECIFICATION DOCUMENTS
Form Revised 20110627 00 41 00_00_42_43_00_43_13_00_43_37_Bid_Form-Pmposal-Bond_Vendor_Compliance(0).xls
F
0041 IWi
UflID FORM
Addendum No.3:
Addendum No.4:
(Printed Name)
Title: 7 ftb Bent
Company„ a. Corporate Seal:
Address:
State of Incorporation: i::° fEf11V1 :
Email:
PlRrnc: sa�Il
END OF SECTION
CrrY OF FORT WORT 1
STANDARD CONS'IR[H.`nON SM CIFICA'nON 130('1IMENI'S
Form RcOwd 20110627 0041 00 110_42_43_00_43_13_00_43_37_Bid_Fonn-PmpOsal-Rond_Vendnr Compliance(0).xix
IN 4213
Ba)IrROPO.SAI.
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification Section Unit of Bid
No. P No. Measure Quantity Unit Price Bid Value
1 3305.0108 Miscellaneous Adjustments Utilities 00 05 08 IS 1 $2.000.00 $2,000.00
2 241.0401 Remove Concrete Driveway 0241 13 Sr 400 $3.55 $1,420.00
3 3213,04016"Concrete Driveway 32 1320 SF 400
4 3216.0302 7"Concrete Valley Gutter 32 16 13 SY 50
5 0241.)300 Remove Concrete Curb&Gutter 0241 15 1.F 100
6 3216.0102 7"Concrete Curb&Gutter 32 16 13 LF IW $27.00 $2,700.00
7 3211.0122 Ilex Base,Type A,GR-2 32 1123 CY 25 $52.00 $1,300.00
8 0241.1700 8"Pavement Pulverization 02 41 15 SY 51.528 $5.04 $259.701.12
9 3211.0600 Cement Modification.13 lbs/s32 11 33 TN 335 $127.00 $42,545.00
10 9999.0000 Roadbond L'NI Gal 403 $101.00 $40,703.00
11 3212.0302 3"Asphalt Pavement,Type D 32 1616 SY 47.232 $13.40 $632.908.80
12 3217.0001 4"Solid White Thermo lactic(HAS)Lane Line 32 1723 LF 100
13 13217.0002 4"Solid Yellow Thermoplastic HAS Center Line 32 17 23 LF 100
14 3217.0305 Stop Bars Pavement Markin s 32 17 23 LF 100
15 3217.0301 12"Solid Pavement Markings Cross-Walt:.White 32 1723 LF 100 $4.05 405.00
16 3305.01 S I Water Valve-Box Adjustment with Steel Riser) 3305 17 EA 2 $152.00 $304.00
17 3305,0112 Water Valve-Box Adjustment with Concrete Collar 3305 17 EA 13
18 3349.0101 Manhole Adjustment(with Steel Riser) 3349 10 EA 6 355.00 2 130.00
19 3305.0112 Manhole Adiustment(with Concrete Collar) 3305 17 EA 31 $804.50 $24 939.00
20 3292.0100 Block Sod Replacement 3292 13 SY 6,339 $5.40 $34.230.60
21 9999.0096 Paving Construction Allowance IS 1 $30.000.00 $30.000.00
Total Bid:
$1,090,406.02
crrr oP r•ORT wOR111
STANDARD C70M tICON Sill?CB-ICATION nOr MEN75
IvrmlRciw+1201115,27 Lit 41 tel W 4_4!_0.1_43-13 0[1_73+7 1h!_Pomi-PmW5i1 BMLV-Lr CmhdiamvBuh
W 43'13
BID BUND
Page I of I
SECTION 00 43 13
BID BOND
KNOW ALL BY THESE PRESENTS:
That we,(Bidder Name) TexasBit an Oldcastle cam a -Nante44ece
hereinafter called the Principal,and(Surety Name)
a corporation or firm duly authorized to transact surely business in the State of Texas,hereinafter called the Surety,are held and firmly bound unto
the City, hereinafter called the Obligee, in the
sum of _ ,_. and No/100 Dollars
($ 00), the payment of which sum wily be well and truly trade and the
said Principal and the said Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firm by these
presents.
WHEREAS, the Principal has submitted a proposal to perform work for the following project of the Obligee,
identified as HMAC STREET REHABILITATION(2016-7)
0
NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to
the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the
Contract in writing with the Obligee in accordance with the tenors of such proposal,then this bond shall be null and void.If the Principal fails to
execute such Contract in accordance with the terms of such proposal or fails to satisfy all requirements and conditions required for the execution of
the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in
accordance with the proposal,this bond shall become the property of the Obligee,without recourse of the Principal and/or Surety,not to exceed the
penalty hereof,and shall be used to compensate Obligee for the difference between Principal's Total Bid Amount and the next selected Bidder's Total
Bid Amount.
-SIGNED this 12th day of January, 2017,2fm*
By: Company Name Here TexasBit an Oldcastle company
President
e son (Signature and Title of Principal)
By- -
i Attorney-in-Fact
Patricia M Call ( rgnature a orney-of--Fact)
*Attach Power of Attorney(Surety)for Attomey-in-Fact Impressed Surety
Seal Only
END OF SECTION
CITY OF FORT WORTI I
STANDARD CONSTRu(mON SP13CIIICK170N OOCI1MIiN1'S
R mi RM"20110627 M41 UU ql 4Z_43_(10 33 13_(NI 43 17_BYI 1brnN'mpMal-Bon�t_vcnJ�w C,my.lemitiifll.+k
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated.
Certificate No.7477762
American Fire and Casualty Company Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company West American Insurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: That American Fire&Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under the laws of
the State of New Hampshire,that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts,and WestAmerican Insurance Company
is a corporation duly organized under the laws of the State of Indiana(herein collectively-called the"Companies"),pursuant to and by authority herein set forth,does hereby name,constitute
and appoint, Ben Liggett;Jake Parson;James A::Connor;Kris. D' Pair`icia L.McC3fl
all of the city of Dallas state of TX: each individually if there be more thanone named,its true and lawful attorney rn fact to make,execute,seal, acknowledge
and deliver,for and on its behalf as surety and:as its act and deed each individually if there be more than oile named,its true and lawful attomey-M-fad to make,execute,seal,acknowledge
and deliver,for and on its behalf as surety and asRs act and deed,any and all bid bonds on behattof. ..::OldcBstle Pavement Solutions,a Div;of-APAC-Texas,Inc.
and the execution of such bid bonds, in pursuance of:these presents, shall be as binding upon the Company as tfthey had been duly s"igned by the president and attested by
the secretary of the Company in their own proper persons:
IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed y
thereto this 6th day of September 2016 d
As `SV INSU \NSUqoN\NSUq American Fire and Casualty Company e
No c
N �F SPP°RIfFO9�� yJc°esorwrF�yy Jv�oHpo AT��� 'ar� The Ohio Casualty Insurance Company �3
en z Ue o Liberty Mutual Insurance Company
d a 1906 0 0 1919 n > 1912 o 1991 3 >
3 = o r ti West American Insurance Company
b��Yy��NAM4`>Ma tam .>'yFK"NAMP`'�e�aa ��)7`SACHUSE` r2 iNuiAN� �2 �E
# # # # C
d3 By. cO
David M.Carey, ssistant Secretary O�
v y STATE OF PENNSYLVANIA ss >�rn
COUNTY OF MONTGOMERY W W
y > On this 6th day of September 12016 before me personally appeared David M.Carev,who acknowledged himself to be the Assistant Secretary of American Fire and Casualty p O
eb Company,Liberty Mutual Insurance Company,The Ohio Casualty Insurance Company,and West American Insurance Company,and that he,as such,being authorized so to do,execute ;� o
W the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. „a
IN y IN WITNESS WHEREOF,I have hereunto subscribed m name and affixed my notarial seal at Plymouth Meeting,Pennsylvania,on the day and year first above written. 'a
C ON PAST COMMONWEALTH OF PENNSYLVANIA
4 p ¢�e�°NW F�� Notarial Seal Q
d ti�v° i >' Teresa Pastella,Notary Public By:
of n" es
Teresa Pastel
16. �a My PCommissionlymouth Twp.,Montgomery County lei,Notary Public A p
Expires March 28,2017 =p
VP- �
U) Fry G Member,Pennsylvania Association of Notaries yam'„Q1
C This Power of Attorney is made and executed pursuant to a y authority of the following By-laws and Authorizations of American Fire and Casualty Company,The Ohio Casualty Insurance O
't Company,Liberty Mutual Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: 9')
O C Z
E ARTICLE IV–OFFICERS–Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject = d
L+� to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to act in behalf of the Corporation to make,execute,seal, >M
acknowledge and deliver as sure an and all undertakings,bonds,reco nizances and other sure obligations. Such attorneys-in-fact,subject to the limitations set forth in their respective W
9 surety Y 9 9 surety 9 Y 1 P
vpowers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so Z N
> executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under E N
C ? the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. :�
Z 0 ARTICLE XIII–Execution of Contracts–SECTION 5.Surety Bonds and Undertakings.Any officer of the Company authorized for that purpose in writing by the chairman or the president, O o
and subject to such limitations as the chairman or the president may prescribe shalt:appoint-such attomeysfact,as may be necessary-to act in behalf of the Company to make,execute, coo
seal,acknowledge and deliver as surety any and all undertakings,bonds recogpizanees arld other surety obligations. Such attorneys 1n-fadt:subject to the limitations set forth in their l—
respective powers of attorney,shall habefultpower to bind the:Company by ffieir signature and execution of any such instruments and to attach thereto the seal of the Company. When so
executed such instruments shall be as binding=as if signed byttie president and attested by the secretary. -
Certificate of Designation–The President oflhe Company;acting pursuant to the Bylaws of the Company authorizes David M.Carev.Assistatlt]Secir to appoint such attomeys-in-
fact as may be necessary to act on behalf of the Companyto make;-execute,seal,acknowledge and delver"as-surety any-and all undertakingt;;-fliks,Te cognizaho;es and other surety
obligations.
Authorization–By unanimous consent of the Company s Board of directors,the Company consents that faesitnile or mechanically reproduced signature ofany assistant secretary-of the
Company,wherever appearing upon a certified copy.of:any power of attornie -issued by the tai mpany in soriii C on with surety bonds,shallbevalid and binding upon the Company with
the same force and effect as though manually affixed'
I,Gregory W.Davenport,the undersigned,Assistant Secretary,of American Fire and Casuafty Company,The Ohio Casualty Insurance Company,Liberty Mutual Insurance Company,and
West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy of the Power of AttomPy executed by said
Companies,is in full force and effect and has not been revoked.
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this I day of 20�_
.No CASO X11 INSU `\NSUq N\NSUq
4QF'�LOMO/WTF 9�a y`l�'>°nF°ggr R9y tiJP oswotNr4�.�, �C,P QavoaArf'I'�
1906 r m n
0 0 n r 1912 ` 1991 3 By:
1919
d v y 3 Gregory W�Davenport,Assistant Secretary
�L��NAMYSN`F�'a dy`�naM ` aD m 3�s sf�f''2 zi 2
_Yb ! y a ) SAc� t �voinnP
LMS_12890_122013
8of50
(x)43 37
VIdNDON COMPCIANCT:'1'05'I'A"1'li 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 atnount 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 Siage llcFq nz.k3iailk ,our principal place of business,
are required to be '' percent lower than resident bidders by Stale Law. A copy of the
statute is attached.
Nonresident bidders in the State of 5t ur ti(il , I i lii' ;,our principal place of business,
are not required to underbid resident bidders.
B.The principal place of business of ur mpany or our parent company or majority owner is
in the Stale of Texas
BIDDER:
Company: TexasBit an Oldcastle company By: Jake Parson
Address: 2121 Irving Blvd
Dallas, Texas 75207 _ Signature)
Title: ent
Date: January 12. 2017
END OF SECTION
CITY OF IY)RT WORTI I
STANDARD C ONSI'RUC'1'ION SPECIFICATION WCUMni\fS
Fonu Rcviu+l 20110627 (In 41 IX)I)b_42 d7 IKI J3_It IMI_Ji_37 Ilal_I§,mrl'n Kcal-Onnv_V� lur Coif&mcc(U).zk
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 31st 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/taxpermit/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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
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.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
004511-3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid
2 the prequalified work types until the expiration date stated in the letter.
3
4
5
6
7
8 END OF SECTION
9
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
004512-1
PREQUALIFIC ION STATEMENT
Page 1 of 1
1 SECTION 00 4512
2 PREQUALIFICATION STATEM/they
3 Each Bidder for a City procurement is required to comrmation below by
4 identifying t e requalified contractors and/or subcontractors wtend to utilize for the
5 major work typ s)listed.
6
Major Workpe Contractor/Subcontractor Prequalification
Company Name Expiration Date
HMAC Street Rehabil ation
Heavy Maintenance an 11
items directly associated
with the paving
7
8
9 The undersigned hereby ce ifies that the con tors and/or subcontractors described in
10 the table above are currently preq lified for the work t es listed.
11
12 BIDDER:
13
14 By:
15 Company (PI se Print)
16
17 Signature:
18 Address
19
20 Z Title:
21 City/State/Zip (Please Print)
22
23 Date:
24
25 END OF SECTION
26
CITY OF FORT WORTH HMAC STREET REAHBIIdTATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
0045 12-1
PREQUALIFICATION STATEMENT
Pave I of 1
1 SECTION 00 45 12
2 PREQUALIFICATION STATEMENT
3 Each Bidder for a City procurement is required to complete the information below by
4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the
5 major work type(s)listed.
6
Major Work Type Contractor/Subcontractor Prequalification
Company Name Expiration Date
HMAC Street Rehabilitation TexasBit January 2019
Heavy Maintenance and all an Oldcastle company
items directly associated
with the paving
Concrete Items Omega Contracting
(Azteca-Omega)
7
8
9 The undersigned hereby certifies that the contractors and/or subcontractors described in
10 the table above are currently prequalified for the work types listed.
11
12 BIDDER:
13
14 TexasBit an Oldcastle company By: Jake Parson
15 Company (Please Print)
16
17 2121 Irving Blvd Signature.
18 Address
19 0
20 Dallas Texas 75207 Title: President
21 City/State/Zip (Please Print)
22
23 Date: January 12, 2017
24
25 END OF SECTION
26
CITY OF FORT WORTH HMAC STREET REAHBILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
FORT RTH
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"
004513-2
BIDDER PREQUALIFICATION APPLICATION
Page 2 of 8
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
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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
004513-3
BIDDER PREQUALIFICATION APPLICATION
Page 3 of 8
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 HMAC STREET REHABILITATION(20I6-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
004513-4
BIDDER PREQUALIFICATION APPLICATION
Page 4 of 8
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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
004513-5
BIDDER PREQUALIFICATION APPLICATION
Page 5 of 8
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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
004513-6
BIDDER PREQUALIFICATION APPLICATION
Page 6 of 8
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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
004513-7
BIDDER PREQUALIFICATION APPLICATION
Page 7 of 8
14. Equipment $
TOTAL
BALANCESHEET
ITEM QUANTITY ITEM DESCRIPTION VALUE
1
2
3
4
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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
004513-8
BIDDER PREQUALIFICATION APPLICATION
Page 8 of 8
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
he/she is the of , the entity
described in and which executed the foregoing statement that he/she 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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
PREQUALIFICATION REQUIREMENTS FOR PAVING CONTRACTORS
1. A current Financial Statement must be provided. The Transportation and Public
Works Department requires that the original Financial Statement, or a certified copy
be submitted for consideration.
2. For those seeking first time qualification, references of related work(at least 5) must
be provided. Each reference must include the following:
a. Project Name and Location
b. Type of project—Concrete Paving Construction or Reconstruction,Asphalt
Paving Construction Reconstruction, or Asphalt Paving Heavy Maintenance.
c. An indication of whether the Contractor served as the prime or as a subcontractor
on each of the referenced projects
d. Contractor's contact person and telephone number(s)
e. Name of the city where work was performed along with contact name and
telephone number of the assigned City Inspector
f. Amount of construction contract
g. Type of paving performed and general description of work elements (asphalt,base
construction, sub-base treatment, geo-grid fabric, concrete, reinforcing,thickness,
jointing)
h. Date of project—start date for construction and completion date
i. The above requirement for 5 project references may be waived if:
The contractor can otherwise demonstrate that he/she has the construction
experience to perform the type of work for which he/she is being considered,
and
• The contractor provides sufficient evidence that he/she has the financial
ability to both complete and warranty the work, and
• The contractor acknowledges that under this provision of the requirements for
pre-qualification that the contractor will be limited to 15,000 square yards of
concrete or asphalt pavement construction or$1,000,000 of pavement
rehabilitation.
• The contractor acknowledges that the limitation on this type of work for the
City of Fort Worth will remain in force until such time as the contractor
demonstrates the capability to satisfactorily perform and complete the type of
work covered by the restriction.
3. Include in the submission an equipment schedule which indicates equipment under
the control of the Contractor and which is related to the type of work for which the
Contactor is seeking certification. The schedule must include the manufacturer,
model and general common description of each piece of equipment.
4. The following information must be provided regarding construction experience:
a. Number of years the company has been in business as a General Contractor under
the present business name
b. Other names under which the company has operated including the full name of
the company and where that company performed work
c. An indication of the number of years of concrete/asphalt pavement construction
experience as a general contractor and as a sub-contractor
d. Experience of the principals of the company, including name,present position,
years of experience, type of experience, licenses, and certifications.
e. If the Contractor or any present partners or officers have ever failed to complete a
contract,provide details about those contracts including name of the project,
owner/engineer, contract price, contact person, and the surety that was involved.
f. Provide details of any instances when the Contractor, any present partners or
company officers have filed for bankruptcy or have been part of a company that
has filed for bankruptcy.
5. Any Contractor who becomes qualified under these provisions and remains in good
standing with the City will only be required to submit a newly compiled or reviewed
financial statement before each 2 year anniversary of initial qualification. Should a
Contractor fail to submit the required information before any 2 year anniversary,
he/she will be so advised and will be allowed 6 months to provide the required
financial statement. If a financial statement is then not provided within the specified
6 month period, the Contractor will be removed from the list of qualified Contractors
and he/she will be required to provide all indicated information as would a new
contractor before being considered further for qualification.
July 29, 2014
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page I of I
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a),as amended, Contractor certifies that it
4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No. GGOI-539590-0202003 Contractor further certifies that,pursuant to Texas Labor
6 Code, Section 406.096(b),as amended, it will provide to City its subcontractor's certificates of
7 compliance with worker's compensation coverage.
8
9 CONTRACTOR:
10
11 TexasBit an Oldcastle company By: Jake Parson
12 Company (Please Print)
13
14 2121 Irving Blvd Signature: _
15 Address
,6 Y
17 Dallas Texas 75207 Title: Press ent
18 City/State/Zip (Please Print)
19
20
21 THE STATE OF TEXAS §
22
23 COUNTY OF TARRANT §
24
25 BEFORE ME,the undersigned authority,on this day personally appeared
26 Jake Parson ,known to me to be the person whose name is
27 subscribed to the foregoing instrument,and acknowledged to me that he/she executed the same as
28 the act and deed of TexasBit an Oldcastle company for the purposes and
29 consideration therein expressed and in the capacity therein stated.
30
31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this f 2 ` day of
32 _ T6r1lA6T'_tjJ 20-1.
33
34
35 e,**over,
36 •;�� ®�0 0 Notar4 Publi in and for the State of Texas
37 •• tMl�� •®o
• s
38 ; END OF SECTION
moi►
•°
39 ••�•03°°°.•°°°•
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
004540-1
Minority Business Enterprise Specifications
Page 1 of 2
1 SECTION 00 45 40
2 Minority Business Enterprise Specifications
3 APPLICATION OF POLICY
4 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is
5 applicable.
6
7 POLICY STATEMENT
8 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
9 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
10 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
11
12 MBE PROJECT GOALS
13 The City's MBE goal on this project is 5% of the total bid value of the contract(Base bid applies to Parks
14 and Community Services).
15
16 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror
17 must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive.
18
19 COMPLIANCE TO BID SPECIFICATIONS
20 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to
21 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following:
22 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or
23 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or
24 3. Good Faith Effort documentation,or;
25 4. Prime Waiver documentation.
26
27 SUBMITTAL OF REOUIRED DOCUMENTATION
28 The applicable documents must be received by the Purchasing Division, within the followin rimes
29 allocated, in order for the entire bid to be considered responsive to the specifica(ions.
30 delivcr tla NIBE doculllenta€aoo in person to the appropriate en)il ; of the vurcha;ing, division and
31 obtain a date/time- receipt. Such receipt shall be evjden(tc that the C ty received the documentation in th
32 time alloeated. A fa%ed and/or emailed copy will not be areepted.
33
1. Subcontractor Utilization Form,if received no later than 2:00 p.m., on the second City business
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.
34
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised June 9,2015
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 WELL RESULT IN A DISQUALIFICAITON PERIOD OF THRF,E YEARS.
6
7 Any Questions,Please Contact The M/WBE Office at(817)212-2674.
8 END OF SECTION
9
10
11
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised June 9,2015
005243-1
Agreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on March 7, 2017 is made by and between the City of Forth
4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
5 ("City"), and Oldcastle Materials Texas,Inc. d/b/a TexasBit, an Oldcastle Company, authorized
6 to do business in Texas, acting by and through its duly authorized representative,("Contractor").
7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1.WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2.PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 HMAC Street Rehabilitation (2016-7) at Various Locations
16 City Proiect Number. 100620
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 170 days after the date when the
23 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
24 3.3 Liquidated damages
25 Contractor recognizes that time is of the essence of this Agreement and that City will
26 suffer financial loss if the Work is not completed within the times specified in Paragraph
27 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
28 General Conditions. The Contractor also recognizes the delays, expense and difficulties
29 involved in proving in a legal proceeding,the actual loss suffered by the City if the Work
30 is not completed on time. Accordingly, instead of requiring any such proof, Contractor
31 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
32 City Six Hundred Fifty Dollars ($650.00) for each day that expires after the time
33 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
34 Acceptance.
CITY OF FORT WORTH HMAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100620
Revised August 17,2012
005243-2
Agreement
Page 2 of 4
35 Article 4.CONTRACT PRICE
36 City agrees to pay Contractor for performance of the Work in accordance with the Contract
37 Documents an amount in current funds of One Million,Ninety Thousand, Four Hundred Six
38 and 02/100 DOLLARS ($1,090,406.02).
39 Article 5. CONTRACT DOCUMENTS
40 5.1 CONTENTS:
41 A. The Contract Documents which comprise the entire agreement between City and
42 Contractor concerning the Work consist of the following:
43 1. This Agreement.
44 2. Attachments to this Agreement:
45 a. Bid Form
46 1) Proposal Form
47 2) Vendor Compliance to State Law Non-Resident Bidder
48 3) Prequalification Statement
49 4) State and Federal documents(project specific)
50 b. Current Prevailing Wage Rate Table
51 c. Insurance ACORD Form(s)
52 d. Payment Bond
53 e. Performance Bond
54 f. Maintenance Bond
55 g. Power of Attorney for the Bonds
56 h. Worker's Compensation Affidavit
57 i. MBE and/or SBE Commitment Form
58 3. General Conditions.
59 4. Supplementary Conditions.
60 5. Specifications specifically made a part of the Contract Documents by attachment
61 or, if not attached, as incorporated by reference and described in the Table of
62 Contents of the Project's Contract Documents.
63 6. Drawings.
64 7. Addenda.
65 8. Documentation submitted by Contractor prior to Notice of Award.
66 9. The following which may be delivered or issued after the Effective Date of the
67 Agreement and, if issued,become an incorporated part of the Contract Documents:
68 a. Notice to Proceed.
69 b. Field Orders.
70 c. Change Orders.
71 d. Letter of Final Acceptance.
72
73
CITY OF FORT WORTH HAMC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100620
Revised August 17,2012
005243-3
Agreement
Page 3 of 4
74 Article 6.INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 expense, the city, its officers, servants and employees, from and against any and all
77 claims arising out of, or alleged to arise out of, the work and services to be performed
78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
79 under this contract. This indemnification provision is specifically intended to operate
80 and be effective even if it is allezed or proven that all or some of the damages beim
81 soueht were caused,in whole or in part, by any act, omission or neelieence of the city.
82 This indemnity provision is intended to include, without limitation, indemnity for
83 costs, expenses and legal fees incurred by the city in defending against such claims and
84 causes of actions.
85
86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
87 the city,its officers,servants and employees,from and against any and all loss,damage
88 or destruction of property of the city,arising out of,or alleged to arise out of,the work
89 and services to be performed by the contractor, its officers, agents, employees,
90 subcontractors, licensees or invitees under this contract. This indemnification
91 provision is specifically intended to operate and be effective even if it is alleged or
92 proven that all or some of the damaees beinLF sought were caused, in whole or in part,
93 by any act,omission or negligence of the city.
94
95 Article 7.MISCELLANEOUS
96 7.1 Terms.
97 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
98 have the meanings indicated in the General Conditions.
99 7.2 Assignment of Contract.
100 This Agreement, including all of the Contract Documents may not be assigned by the
101 Contractor without the advanced express written consent of the City.
102 7.3 Successors and Assigns.
103 City and Contractor each binds itself, its partners, successors, assigns and legal
104 representatives to the other party hereto, in respect to all covenants, agreements and
105 obligations contained in the Contract Documents.
106 7.4 Severability.
107 Any provision or part of the Contract Documents held to be unconstitutional, void or
108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
109 remaining provisions shall continue to be valid and binding upon CITY and
110 CONTRACTOR.
111 7.5 Governing Law and Venue.
112 This Agreement, including all of the Contract Documents is performable in the State of
113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
114 Northern District of Texas,Fort Worth Division.
CITY OF FORT WORTH HMAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Number 100620
Revised August 17,2012
005243-4
Agreement
Page 4 of 4
115 7.6 Other Provisions.
116 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
117 classified, promulgated and set out by the City, a copy of which is attached hereto and
118 made a part hereof the same as if it were copied verbatim herein.
119 7.7 Authority to Sign.
120 Contractor shall attach evidence of authority to sign Agreement, if other than duly
121 authorized signatory of the Contractor.
122
123 1N WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
124 counterparts.
125
126 This Agreement is effective as of the last date signed by the Parties("Effective Date").
127
Contractor: City of Fort i
Oldcastle Materials Texas Inc. dba TexasBit
—By:
Jay Chapa
B Assistant City Manager
(Signa re) /
Date_Aretary
-1
Jake Parson
At
(Printed Name) City S
(Seal)
Title: President TexasBit
Address: 2121 Irving Blvd
M&C C- 28136
Date: :t �1'i�
Ci /State/Zi A �;I d as oForm and Legality:
$ D,
t3' P Dallas. TX 75207 P
March 22, 2017
Date oug as W.Black
Assistant City Attorney
128
129
130 APPROVAL RECOMMENDED:
131
132 �, J
,
133
134 Dougl 4yviersig, P.E.
135 DIRECTOR,
136 Department of Transportation Public Works
137
CITY OF FORT WORTHHMAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS OFFICIAL RECORD ity Project Number 100620
Revised August 17,2012 CITY SECRETARY
FT.WORTH,TX
C-28136 C
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
l of l
Complete Nos,1-4 acid 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. 2017-151820
TexasBit
Dallas,TX United States Date Filed:
2 Name of governmental entity or state agency that Is a party to the contract for which the form Is 01/09/2017
being filed.
City Of Fort Worth Date A nowledged:
, -
3 Provide the identification number 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.
100620
HMAC Street Rehabilitation
4 Nature of interest
Name of interested Party City,State,Country(place of business) (check applicable)
Controlling intermediary
5 Check only if there is NO Interested Party.
X
6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure Is true and correct.
MN ry r6o mir.
sok et7ksa � -----
�s/iM!<' Signature of authorized agent of contracting bus(ness entity
�3er,
Lig 9 e:ft, V1'(?( res dACt
AFFIX NOTARY STAMP/SEAL ABOVE
Sworn to and subscribed before me,by the said Fah LI4,� this the_�_day of
20J-1.to certify which,witness my hand and seal of office.
-4)
ature officer administering oath Printed nanf of officer administering oath Title of offider administering oath
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277
Contract Compliance Manager:
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract, including
ensuring all performance and reporting requirements.
Tariqul Islam
Title
�. Bond No.14-074-964
0061 13-1
PERFORMANCE BOND
Page I of 2
1 SECTION 00 61 13
2 PERFORMANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we,OLDCASTLE MATERIALS TEXAS INC.D/B/A TEXASBIT AN
8 OLDCASTLE COMPANY,known as"Principal"herein and
9 Liberty Mutual Insurance Company a corporate surety(sureties, if more than
t0 one)duly authorized to do business in the State of Texas,known as"Surety"herein(whether one
11 or more),are held and firmly bound unto the City of Fort Worth,a municipal corporation created
12 pursuant to the laws of Texas,known as"City"herein,in the penal sum of, ONE MILLION,
13. NINETY THOUSAND FOUR HUNDRED SIX AND 02/100 Dollars($1,090,406.02),lawful
14 money of the United States,to be paid in Fort Worth,Tarrant County,Texas for the payment of
15 which sum well and truly to be made, we bind ourselves, our heirs, executors,administrators,
16 successors and assigns,jointly and severally,firmly by these presents.
17 WHEREAS,the Principal has entered into a certain written contract with the City
18 awarded the 7th day of March,2017,which Contract is hereby referred to and made a part
19 hereof for all purposes as if fully set forth herein,to furnish all materials,equipment labor and
20 other accessories defined by law, in the prosecution of the Work, including any Change Orders,
21 as provided for in said Contract designated as
22 HMAC Street Rehabilitation(2016-7)at Various Locations
23 City Proiect Number: 100620
24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal shall
25 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully
26 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
28 extension of the Contract that may be granted on the part of the City,then this obligation shall be
29 and become null and void,otherwise to remain in full force and effect.
30 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in
31 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort
32 Worth Division.
33 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
34 Texas Government Code,as amended,and all liabilities on this bond shall be determined in
35 accordance with the provisions of said statue.
CITY OF FORT WORTH HMAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No:100620
Revised July 1,2011
. t
0061 13-2
PERFORMANCE BOND
Page 2 of 2
1 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED
2 this instrument by duly authorized agents and officers on this 7th day of March,2017.
3 PRINCIPAL:
4 O dgastle Materials Texas, Inc.
5 dba TexasBit
6
7
8 ' na reV
9 ATTEST:
10
12 (Principal)Secretary `V Name and Title —T 1�
13
14 Address: 2121 Irving Blvd
15 DallasTPxas 75207
16 14-741-3531
17
18 Witnes as to P incipai
19 SURETY:
20 Liberty Mutual Insurance Company
21
22
23
24
25
26 Tina Davis,Attorney-in-Fact
27 Name and Title
28
29 Address: 15 W.South Temple,Ste.700
30 Salt Lake City,UT 84101
31
32 -
33 fitness as to Surety sey Plattner Telephone Number: 801-533-3624
34 j
3
7 *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
CITY OF FORT WORTH NMAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No: 100620
Revised July I,2011
Bond No. 14-074-964
0061 14-1
PAYMENTBOND
Page 1 of 2
1 SECTION 00 6114
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, OLDCASTLE MATERIALS TEXAS INC. D/B/A TEXASBIT AN
8 OLDCASTLE COMPANY known as "Principal' herein, and
9 Liberty Mutual Insurance Company a corporate surety
10 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
I I (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
13 penal sum of ONE MILLION,NINETY THOUSAND,FOUR HUNDRED SIX AND 02/100
14 Dollars ($1,090,406.02), lawfiil money of the United States, to be paid in Fort Worth, Tarrant
15 County, Texas, for the payment of which sum well and truly be made, we bind ourselves, our
16 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
17 presents:
18 WHEREAS,Principal has entered into a certain written Contract with City, awarded the
19 7th day of March,2017,which Contract is hereby referred to and made a part hereof for all
20 purposes as if fully set forth herein,to filrnish all materials,equipment, labor and other
21 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and
22 designated as HMAC Street Rehabilitation(2016-7)at Various Locations,City Project
23 Number: 100620;
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.
29 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
CITY OF FORT WORTH HAVtAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No:100620
Revised July 1,2011
0061 14-2
PAYMENTAOND
Page 2 of 2
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 7th day of March,2017.
3
PRINCIPAL:
Oldcastle Materials Texas, Inc.
dba TexasBit 4
ATTEST: BY:
Sig r
"Principal) Secretary Name and Title
Address: 9191 Irving Blvd
Dallas, Texas 75207
lmlb/7 11 214-741-3531
VVitnes as to rincipal
SURETY:
Liberty Mutual Insurance Company
ATTEST: B
Si
N/A Tina Davis,Attorney-in-Fact
(Surety)Secretary Name and Title
Address: 15 W.South Temple,Ste.700
Salt Lake City,UT 84101
W Hess as to uret sey
Telephone Number: 801-533-3624
4
31 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
6 bylaws showing that this person has authority to sign such obligation. If Surety's physical
7 address is different from its mailing address,both must be provided.
8
9 The date of the bond shall not be prior to the date the Contract is awarded.
10 END OF SECTION
11
CITY OF FORT WORTH HMAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No:100620
Revised Judy 1,2011
Bond No. 14-074-964
0061 19-1
MAINTENANCE BOND
Page 1 of 3
1 SECTION 00 61 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we OLDCASTLE MATERIALS TEXAS,INC.D/B/A TEXASBIT,AN
9 OLDCASTLE COMPANY,known as"Principal"herein and
10 Liberty Mutual Insurance Company ,a corporate surety(sureties, if more than
11 one)duly authorized to do business in the State of Texas,known as"Surety"herein(whether one
12 or more),are held and firmly bound unto the City of Fort Worth,a municipal corporation created
13 pursuant to the laws of the State of Texas,known as"City"herein,in the sum of ONE
14 MILLION NINETY THOUSAND FOUR HUNDRED SIX AND 02/100 Dollars
15 ($1,090,406.02),lawful money of the United States,to be paid in Fort Worth,Tarrant County,
16 Texas,for payment of which sum well and truly be made unto the City and its successors,we
17 bind ourselves, our heirs,executors,administrators,successors and assigns,jointly and severally,
18 firmly by these presents.
19
20 WHEREAS,the Principal has entered into a certain written contract with the City awarded the
21 7th day of March,2017,which Contract is hereby referred to and a made part hereof for all
22 purposes as if fully set forth herein,to furnish all materials,equipment labor and other accessories
23 as defined by law, in the prosecution of the Work, including any Work resulting from a duly
24 authorized Change Order(collectively herein,the"Work")as provided for in said contract and
25 designated as HMAC Street Rehabilitation(2016-7)at Various Locations,City Proiect
26 Number: 100620; and
27
28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
29 accordance with the plans,specifications and Contract Documents that the Work is and will
30 remain free from defects in materials or workmanship for and during the period of two(2)years
31 after the date of Final Acceptance of the Work by the City("Maintenance Period");and
32
33 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
34 upon receiving notice from the City of the need therefor at any time within the Maintenance
35 Period.
36
CITY OF FORT WORTH HUAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No:100620
Revised July I,2011
0061 19-2
MAINTENANCE BOND
Page 2 of 3
1 NOW THEREFORE,the condition of this obligation is such that if Principal shall
2 remedy any defective Work, for which timely notice was provided by City,to a completion
3 satisfactory to the City,then this obligation shall become null and void; otherwise to remain in
4 full force and effect.
5
6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely
7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to
8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and
9 the Surety under this Maintenance bond; and
10
11 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in
12 Tarrant County,Texas or the United States District Court for the Northem District of Texas,Fort
13 Worth Division; and
14
15 PROVIDED FURTHER,that this obligation shall be continuous in nature and
16 successive recoveries may be had hereon for successive breaches.
17
18
19
CITY OF FORT WORTH HMAC 2016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projecl No:100620
Revised July 1,2011
0061 19-3
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 7th day of March,2017.
3
4 PRINCIPAL:
5 Oldcastle Materials Texas Inc.
6 dha TPxasl3it
7
8 _
9 ature
10 ATTEST:
11
12
J�kePAY-,svh Res ,14
13 (Principal)Secretary Name and Title
14
15 Address: 2121 Irving F31vd
16 Dallas Texas 75207
17 914-741-3531
18 _
19 Wimes as to P ncipal
20 SURETY:
21 Liberty Mutual Insurance Company
22
23 -- --
24
25
26 '
27 Tina Davis,Attorney-in-Fact
28 ATTEST: Name and Title
29
30 NIA Address: 15 W South Temple,Ste.700
31 (Surety) retary Salt Lake City,UT 84101
32
33
34 tness as to Sutet indsey lattner Telephone Number: 801-533-3624
35
3 *Note: If geed by an officer of the Surety Company, there must be on file a certified extract
37 from the by-laws showing that this person has authority to sign such obligation. if
38 Surety's physical address is different from its mailing address, both mast be provided.
39 The date of the bond shall not be prior to the date the Contract is awarded.
40 (1)
CITY OF FORT WORTH IIHAC 1016-7
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No:100610
Revised July 1,2011
State of UT
County of Salt Lake
On March 7, 2017 ,before me,a Notary Public in and for said County and State,residing
therein,duly commissioned and sworn,personally appeared
Tina Davis
known to me to be Attorney-in-Fact of Liberty Mutual Insurance Company
the corporation described in and that executed the within and foregoing instrument,and]mown to me to be the person who executed
the said instrument in behalf of the said corporation,and he duly acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal,theay and year stated in this certificate above.
My Commission Expires 11/18/2020
07A OKIOWff
Lindsey Plattner Notary Public
LIMDSEY PLATTNER
q Notary Public-State of Utah
ConlmlSsion Number,692111
l .a ' M Gomft sion ires Nov.18,2020
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated.
Certificate No.7577637
Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company West American Insurance Company
POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS:That The Ohio Casualty Insurance Company is a corporation duty organized under the laws of the State of New Hampshire,that
Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly
organized under the laws of the State of Indiana(herein collectively called the'Companies'),pursuant to and by authority,herein set forth,does hereby name,constitute and appoint,
Linda Lee Nipper;Lindsey Plattner;Lisa Halh,Tina Davis
all of the city of Salt Lake City state of UT each individually if there be more than one named,its true and lawful attomey-in-fact to make,execute,seat,acknowledge
and deliver,for and on its behalf as surety and as its act and deed,any and all undertakings,bonds,recognizances and other surety obligations,in pursuance of these presents and shall
be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF,this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed
thereto this 21st day of December , 2016
;NSU
PLZY9 P�tNSUgq �y4NSUga �
Q o�e;NSU The Ohio Casualty Insurance Company
p 1919 1972 < 1991 Liberty Mutual Insurance Company
fl 3 a West merican Insurance Company
Ss �o „ a
wNA�n;�r�F�-Sb 9)�'.,ssiHUs���� `3 NrnnxP � �
W * h
rte+ By:
C STATE OF PENNSYLVANIA ss David M.Care ,Assistant Secretary Gel
M COUNTY OF MONTGOMERY
dpt On this 21st day of December 2016before me personally appeared David M.Carey,who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance v
v d Company,The Ohio Casualty Company,and West American Insurance Company,and that he,as such, being authorized so to do,execute the foregoing instrument for the purposes >,
0.2 therein contained by signing on behalf of the corporations by himself as a duly authorized officer. d
M O
G1 > IN WITNESS WHEREOF,I have hereunto subscribed my name and affixed my notarial seal at King of Prussia,Pennsylvania,on the day and year first above written. O a
SI, PASS COMMONWEALTH OF PENNSYLVANIA / , Q Oi
.� N Wfq FlC Notarial Seale%�� ®®-/ M!'
c, 9 Teresa Pastella,Notary Public By: 13
C
` Montgomery of Upper Merion Twp.,Montgome County
Teresa Pastella,Notary Public y d
\+ My Commission Expires March 28,2017 rd
r O VN_�'E' Member,Pennsylvania Association of Notaries 0
P+' CL
CM This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual N 0
di Insurance Company,and West American Insurance Company which resolutions are now in full force and effect reading as follows: r ,
m` ARTICLE IV—OFFICERS—Section 12.Power of Attorney.Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject O
to such limitation as the Chairman or the President may prescribe,shall appoint such attomeys-in-fad,as may be necessary to act in behalf of the Corporation to make,execute,seal,
O S acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attomeys-in-fad,subject to the limitations set forth in their respective
E y powers of attorney,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so :%
`p m executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary.Any power or authority granted to any representative or attomey-in-fact under >
the provisions of this article may be at time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. d
_ e revoked any rman, t
v ARTICLE XIII—Execution of Contracts—SECTION 5.Sure Bonds and Undertakings.An officer of the Com authorized for that u g y
� a Surety g . y party purpose in writing b the chairman or the president, E ,
> L and subject to such limitations as the chairman or the president may prescribe,shall appoint such attomeys-in-fad,as may be necessary to act in behalf of the Company to make,execute,
O seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety obligations. Such attomeys-in-fad subject to the limitations set forth in their - ,
Z v respective powers of attorney,shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so O
executed such instruments shall be as binding as if signed by the president and attested by the secretary. v
~
O r
x Certificate of Designation—The President of the Company,acting pursuant to the Bylaws of the Company,authorizes David M.Carey,Assistant Secretary to appoint such attorneys-in-
fact as may be necessary to act on behalf of the Company to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bonds,recognizances and other surety
obligations.
Authorization—By unanimous consent of the Company's Board of Directors,the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
Company,wherever appearing upon a certified copy of arty power of attorney issued by the Company in connection with surety bonds,shall be valid and binding upon the Company with
the same force and effect as though manually affixed.
t, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do
hereby certify that the original power of attorney of which the foregoing is a NO,true and correct copy of the Power of Attorney executed by said Companies,is in full force and effect and
has not been revoked.
IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed the seals of said Companies this 7TH day of MARCH 20 17
A ,�vc Rq -9yr J.�J�rroea4'1'�� oorV��
0T919 0 V 1912 °� 1991 By:
v'
Renee C.Llew sistant Secretary
0��YHhjgfi�G
314 of 700
LMS 12873 082016
• .tv
mutual
Important Notice
TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT:
You may write to Liberty Mutual Surety at:
Liberty Mutual Surety
2200 Renaissance Boulevard, Suite 400
King of Prussia, PA 19406-2755
You may contact the Texas Department of Insurance to obtain information on
companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: Consume rProtection(a)td i.state.tx.us
Premium or Claim Disputes
Should you have a dispute concerning a premium, you should contact the agent first. If you
have a dispute concerning a claim, you should contact the company first. If the dispute is not
resolved, you may contact the Texas Department of Insurance.
Attach This Notice To Your Policy:
This notice is for information only and does not become a part or condition of the
attached document.
LMIC-3500 Page 1 of 2 Rev.7 1 W
Liberty
1'Vlutual
NOTIFICACION IMPORTANTE
PARA OBTENER INFORMACION O REALIZAR UNA QUEJA:
Usted puede escribir la notificaci6n y dirigirla a Liberty Mutual Surety en la siguiente
direcci6n:
Liberty Mutual Surety
2200 Renaissance Boulevard, Suite 400
King of Prussia, PA 19406-2755
Usted puede contactar al Departamento de Seguros de Texas para obtener
informacion acerca de las compafllas, coberturas, derechos o quejas:
1-800-252-3439
Usted puede escribir al Departamento de Seguros de Texas a la siguiente direccion:
P. 0. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: htto://www.tdi.state.tx.us
E-mail: ConsumerProtectionOa td i.state.tx.us
Disputas acerca de primas o reclamos
En caso de que usted quiera elevar una disputa concerniente al terra de primas, por favor
contacte en primer lugar a su agente. Si el tema de la disputa es relativo a un reclamo, por
favor contacte a la compania de seguros en primer termino. Si usted considera que la
disputa no es apropiadamente resuelta en estas instancias, entonces usted puede contactar
al Departamento de Seguros de Texas..
Adjunte esta notificacion a su p6liza:
Esta notificaci6n es a los solos fines de su informacion y la misma no forma parte o
condiciona de manera alguna el documento adjunto.
LMIC-3500 Page 2 of 2 Rev 7 1 07
Certificate of Insurance
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON YOU THE CERTIFICATE HOLDER THIS CERTIFICATE IS NOT AN
INSURANCE POLICY AND DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES LISTED BELOW.POLICY LIMITS ARE NO LESS THAN THOSE
LISTED ALTHOUGH POLICIES MAY INCLUDE ADDITIONAL SUBLIMIT/LIMITS NOT LISTED BELOW.
This is to Certify that
FTexasBit an Oldcastle company
2121 Irving Blvd NAMEAND
INSURANCEDallas, Texas 75207 ADDRESS LLC Vut1dj
.
OFINSURED
is,at the issue date of this certificate,insured by the Company under the policy(ies)listed below. The insurance afforded by the listed policy(ies)is subject to all their terms,exclusions and
Conditions and is not altered by any requirement,term or condition of any contract or other document with respect to which this certificate may be issued.
EXP DATE
TYPE OF POLICY ❑CONTINUOUS POLICY NUMBER LIMIT OF LIABILITY
❑EXTENDED
❑POLICY TERM
WORKERS 9/1/2017 WA7-C8D-004095-026 COVERAGE AFFORDED UNDER WC EMPLOYERS LIABILITY
LAW OF THE FOLLOWING STATES:
COMPENSATION WC7-C81-004095-016 WA:WY States except OH,ND, Bodily In'ury by Accident
1 000 000Each Awdent
-016:WI Bodily Injury By Disease
$1,000,000
Bodily Injury By Disease
$1,000,000
COMMERCIAL 9/1/2017 TB2-C81-004095-116 General Aggregate
GENERAL LIABILITY $2,000,000
❑OCCURRENCE -Per Project Aggregate included. Products. Completed Operations Aggregate
$2,000,000
❑CLAIMS MADE Each Occurrence
$2,000,000
RETRO DATE Personal&Advertising injury
$2,000,000 Per Person/Organization
Other lother
Dama a to Premises Rented to Medical Exp:$5,000
You: 50000AUTOMOBILEgj1/2017 AS2-G$1-004095-126 Each Accident—Single Limit
LIABILITY $2,000,000 B.I.And P.D.Combined
Each Person
OWNED
❑NON-OWNED Each Accident or Occurrence
10 HIRED Each Accident or Occurrence
OTHER 9/1/2016-9/1/2017 AS2-C81-054502-526 Physical Damage only
Automobile policy -$TO,000 Comp DED
-$10,000 Co II DED
ADDITIONAL COMMENTS
Project: City of Fort Worth HMAC Street Rehabilitation(2016-7)#100620
Certificate holder is an additional insured on a primary and non-contributory basis as required by contract for all policies except workers
compensation. All policy include a waiver of subrogation in favor of the Certificate Holder as required by signed contract.
if the certificate expiration date is continuous or extended term,you will be notified if coverage is terminated or reduced before the certificate expiration date
NOTICE OF CANCELLATION:(NOT APPLICABLE UNLESS A NUMBER OF DAYS IS ENTERED BELOW.) Liber Mutual
THE STATED EXPIRATION DATE THE COMPANY WILL NOT CANCEL OR REDUCE THE Liberty
INSURANCE AFFORDED UNDER THE ABOVE POLICIES UNTIL AT LEAST 30 DAYS NOTICE Insurance Group
OF SUCH CANCELLATION HAS BEEN MAILED TO:
'-City Manager/Purchasing Department Stan Esposito
City Hall Pittsburgh/0387 AUTHORIZED REPRESENTATIVE
'x 1000 Throckmorton Street 12 Federal Street,Ste.310
� rt Worth, TX 76102 Pittsburgh PA 15212-5706 412-231-1331 01/12/2017
OFFICE PHONE DATE ISSUED
This certificate is executed by LIBERTY MUTUAL INSURANCE GROUP as respects such insurance as is afforded by those Companies NM 772 07-10
31179260 1 11 44 1 9/16-9/17 - Standard Limita 2/2 1 Donna Smitala 1 8/2/7016 11:24:29 AM (Mr) I Page 1 of 1
LDI COI 268896 02 11
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:Ftbnay Z 2016
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1 —Definitions and Terminology..........................................................................................................1
1.01 Defined Terms...............................................................................................................................1
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............................................................................................................................11
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...........................................................19
Article 6—Contractor's Responsibilities........................................................................................................19
6.01 Supervision and Superintendence...............................................................................................19
CM OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:Febmazy Z 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
Article7-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
CrrY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:Febn=y2,2016
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 Contractor's 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
Article16-Dispute Resolution......................................................................................................................61
16.01 Methods and Procedures.............................................................................................................61
CIT'OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:FebnuffyZ 2016
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:FelxumyZ 2016
00 7200-1
GENERAL CONDITIONS
Page 1 of 63
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revision:F mimyZ2016
00 7200-1
GENERAL CONDITIONS
Page 2 of 63
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 a.m. 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
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.
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 in 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
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
Conditions
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
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
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 0132 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 0125 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 infringement of
patent rights or copyrights incident to the use in the per 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 Claim 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 City,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
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
Order 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.B. 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. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO
OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL
OR SOME OF THE DAMAGES BEING 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. THIS INDEMNIFICATION PROVISION IS
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SPECIFICALLY INTENDED TO OPERATE AND BE EFTECTIVE EVEN IF IT I
ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGKr
WERE CAUSED, IN WHOLE OR IN PART, 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 11.013, 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 11.013, 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:
I. 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.I 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 11.013, 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 11.0l.A.4 and 11.0l.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 11.0l.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
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
A. 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 to use or occupy any such part of the Work which City determines to 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 #20020-12-2011 established 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 15.023, 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 10.06.13 shall become final and binding 30 days after
termination of the mediation unless,within that time period, City or Contractor:
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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.
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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.
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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 October 12,2016:
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
46 SC-4.01A.2,"Availability of Lands"
47
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1 Utilities or obstructions to be removed,adjusted,and/or relocated
2
3 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated
4 as of October 12,2016:
5
EXPECTED UTILITY AND LOCATION TARGET DATE OF
OWNER ADJUSTMENT
NONE
6 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed,
7 and do not bind the City.
8
9 SC-4.02A.,"Subsurface and Physical Conditions"
10
11 The following are reports of explorations and tests of subsurface conditions at the site of the Work:
12
13 A"None"Report No. ,dated ,prepared by"None"a sub-consultant of[name of the
14 prime designer],a consultant of the City,providing additional information on"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
19 SC-4.06A.,"Hazardous Environmental Conditions at Site"
20
21 The following are reports and drawings of existing hazardous environmental conditions known to the City:
22 "None"
23 SC-5.03A.,"Certificates of Insurance"
24
25 The entities listed below are"additional insureds as their interest may appear"including their respective
26 officers,directors,agents and employees.
27
28 (1) City
29 (2) Consultant: "None"
30 (3) Other: "None"
31
32 SC-5.04A.,"Contractor's Insurance"
33
34 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
35 coverages for not less than the following amounts or greater where required by laws and regulations:
36
37 5.04A.Workers'Compensation,under Paragraph GC-5.04A.
38
39 Statutory limits
40 Employer's liability
41 $100,000 each accident/occurrence
42 $100,000 Disease-each employee
43 $500,000 Disease-policy limit
44
45 SC-5.04B.,"Contractor's Insurance'
46
47 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance
48 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with
49 minimum limits of:
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1
2 $1,000,000 each occurrence
3 $2,000,000 aggregate limit
4
5 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the
6 General Aggregate Limits apply separately to each job site.
7
8 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's.
9 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
10
11 SC 5.04C.,"Contractor's Insurance"
12 5.04C. Automobile Liability,under Paragraph GC-5.04C.Contractor's Liability Insurance under
13 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts:
14
15 (1) Automobile Liability-a commercial business policy shall provide coverage on"Any Auto",
16 defined as autos owned,hired and non-owned.
17
18 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
19 least:
20
21 $250,000 Bodily Injury per person/
22 $500,000 Bodily Injury per accident f
23 $100,000 Property Damage
24
25 SC-5.04D.,"Contractor's Insurance"
26
27 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and
28 material deliveries to cross railroad properties and tracks"None"
29
30 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
31 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
32 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
33 Entry Agreement"with the particular railroad company or companies involved,and to this end the
34 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
35 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate
36 to the Contractor's use of private and/or construction access roads crossing said railroad company's
37 properties.
38
39 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
40 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the
41 Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
42 occupy,or touch railroad property:
43
44 (1) General Aggregate: N/A
45
46 (2) Each Occurrence: N/A
47
48 _Required for this Contract X Not required for this Contract
49
50 With respect to the above outlined insurance requirements,the following shall govern:
51
52 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
53 the name of the railroad company. However, if more than one grade separation or at-grade
54 crossing is affected by the Project at entirely separate locations on the line or lines of the same
55 railroad company,separate coverage may be required,each in the amount stated above.
C1TY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 22,2016
007300-4
SUPPLEMENTARY CONDITIONS
Page 4 of 5
1
2 2. Where more than one railroad company is operating on the same right-of-way or where several
3 railroad companies are involved and operated on their own separate rights-of-way, the Contractor
4 may be required to provide separate insurance policies in the name of each railroad company.
5
6 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a
7 railroad company's right-of-way at a location entirely separate from the grade separation or at-
8 grade crossing,insurance coverage for this work must be included in the policy covering the grade
9 separation.
10
11 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
12 way,all such other work may be covered in a single policy for that railroad,even though the work
13 may be at two or more separate locations.
14
15 No work or activities on a railroad company's property to be performed by the Contractor shall be
16 commenced until the Contractor has furnished the City with an original policy or policies of the insurance
17 for each railroad company named,as required above. All such insurance must be approved by the City and
18 each affected Railroad Company prior to the Contractor's beginning work.
19
20 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
21 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition,
22 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
23 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the
24 railroad company operating over tracks involved in the Project.
25
26 SC-6.04.,"Project Schedule"
27
28 Project schedule shall be tier 3 for the project.
29
30 SC-6.07.,"Wage Rates"
31
32 The following is the prevailing wage rate table(s)applicable to this project and is provided in the
33 Appendixes:GC 6.07
34
35 SC-6.09.,"Permits and Utilities"
36
37 SC-6.09A.,"Contractor obtained permits and licenses"
38 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
39 "None"
40
41 SC-6.09B."City obtained permits and licenses"
42 The following are known permits and/or licenses required by the Contract to be acquired by the City:
43 "None".
44
45 SC-6.09C."Outstanding permits and licenses"
46
47 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of
48
49 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
"None"
50
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 22,2016
007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of 5
1 SC-7.02.,"Coordination"
2
3 The individuals or entities listed below have contracts with the City for the performance of other work at
4 the Site:
5
Vendor Sco a of Work Coordination Authority
NONE NONE NONE
6
7
8 SC-8.01,"Communications to Contractor"
9
10 All removed material/debris must be hauled off to a suitable dumpsite within the same day.
11
12 SC-9.01.,"City's Project Manager"
13
14 The City's Project Manager for this Contract is Tariqul Islam or his/her successor pursuant to written
15 notification from the Director of Transportation and Public Works.
16
17 SC-13.03C.,"Tests and Inspections"
18
19 "None"
20
21 SC-16.01C.1,"Methods and Procedures"
22
23 "None"
24
25
26
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 HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 22,2016
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, MOBILIZATION AND D1 MOBILIZATION $HALL BE SUBSIDIARY 'I ()
9 11-11 PROJI:C'T I'AY 111-AIS,NO 5L-'I'AR,.A'1"1- PAY. NO
10 NI AIA' 1:00. MOBIL /-AT (.) ` AN1.) I)reN101311,1ZATIO I'R(1111 ONE
11 1_()('r'+TIO `1 O AN(. TI If:l� 1 (. RM.-L I'1�(�(�rl�k:SS ()F I'LC�F`(1[�MIi�CI THE
12 W()Rl , RUNIC]i311. ZATIO I-"AY 1'rf-:M SIlAl-L BL VA FOR SUSPENSION
13 01 WORK SPEC:'11"IC'Al_I..�' XT-, Y1 INTHE CONI RA("I' DOCUMENTS
14 OR AS R1 [J1RE1) BY TilL- CITY-
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. Work Covered by Contract Documents
25 1. Work is to include furnishing all labor,materials,and equipment,and performing
26 all Work necessary for this construction project as detailed in the Drawings and
27 Specifications.
28 B. Subsidiary Work
29 1. Any and all Work specifically governed by documentary requirements for the
30 project, such as conditions imposed by the Drawings or Contract Documents in
31 which no specific item for bid has been provided for in the Proposal and the item is
32 not a typical unit bid item included on the standard bid item list,then the item shall
33 be considered as a subsidiary item of Work,the cost of which shall be included in
34 the price bid in the Proposal for various bid items.
35 2. MOBILIZATION AND DEMOBILIZATION SHALL NOT BE PAID DIRECTLY
36 BUT SHALL BE CONSIDERED SUBSIDIARY TO THE MAJOR ITEMS OF
37 WORK.NO PAYMENT WILL BE MADE FOR MOBILIZATION AND
38 DEMIBILIZATION FROM ONE LOCATION TO ANOTHER IN NORMAL
39 PROGRESS OF PERFORMING THE WORK.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
011100-2
SUMMARY OF WORK
Page 2 of 3
1 C. Use of Premises
2 1. Coordinate uses of premises under direction of the City.
3 2. Assume full responsibility for protection and safekeeping of materials and
4 equipment stored on the Site.
5 3. Use and occupy only portions of the public streets and alleys,or other public places
6 or other rights-of-way as provided for in the ordinances of the City,as shown in the
7 Contract Documents,or as may be specifically authorized in writing by the City.
8 a. A reasonable amount of tools,materials,and equipment for construction
9 purposes may be stored in such space,but no more than is necessary to avoid
10 delay in the construction operations.
11 b. Excavated and waste materials shall be stored in such a way as not to interfere
12 with the use of spaces that may be designated to be left free and unobstructed
13 and so as not to inconvenience occupants of adjacent property.
14 c. If the street is occupied by railroad tracks,the Work shall be carried on in such
15 manner as not to interfere with the operation of the railroad.
16 1) All Work shall be in accordance with railroad requirements set forth in
17 Division 0 as well as the railroad permit.
18 D. Work within Easements
19 1. Do not enter upon private property for any purpose without having previously
20 obtained permission from the owner of such property.
21 2. Do not store equipment or material on private property unless and until the
22 specified approval of the property owner has been secured in writing by the
23 Contractor and a copy furnished to the City.
24 3. Unless specifically provided otherwise,clear all rights-of-way or easements of
25 obstructions which must be removed to make possible proper prosecution of the
26 Work as a part of the project construction operations.
27 4. Preserve and use every precaution to prevent damage to,all trees,shrubbery,plants,
28 lawns,fences,culverts,curbing, and all other types of structures or improvements,
29 to all water, sewer,and gas lines,to all conduits,overhead pole lines,or
30 appurtenances thereof,including the construction of temporary fences and to all
31 other public or private property adjacent to the Work.
32 5. Notify the proper representatives of the owners or occupants of the public or private
33 lands of interest in lands which might be affected by the Work.
34 a. Such notice shall be made at least 48 hours in advance of the beginning of the
35 Work.
36 b. Notices shall be applicable to both public and private utility companies and any
37 corporation,company, individual, or other,either as owners or occupants,
38 whose land or interest in land might be affected by the Work.
39 c. Be responsible for all damage or injury to property of any character resulting
40 from any act,omission,neglect, or misconduct in the manner or method or
41 execution of the Work,or at any time due to defective work,material,or
42 equipment.
43 6. Fence
44 a. Restore all fences encountered and removed during construction of the Project
45 to the original or a better than original condition.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
011100-3
SUMMARY OF WORK
Page 3 of 3
1 b. Erect temporary fencing in place of the fencing removed whenever the Work is
2 not in progress and when the site is vacated overnight,and/or at all times to
3 provide site security.
4 c. The cost for all fence work within easements,including removal,temporary
5 closures and replacement, shall be subsidiary to the various items bid in the
6 project proposal,unless a bid item is specifically provided in the proposal.
7 1.5 SUBMITTALS [NOT USED]
8 1.6 ACTION SUBMITTALS/INFORMATIONAL 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 [NOT USED]
16 PART 3- EXECUTION[NOT USED]
17 END OF SECTION
18
Revision Log
DATE NAME SUMMARY OF CHANGE
19
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
012500-1
SUBSTITUTION PROCEDURES
Page 1 of 4
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:
38 a. Or-equals are unavailable due to strike,discontinued production of products
39 meeting specified requirements,or other factors beyond control of Contractor;
40 or,
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
012500-2
SUBSTITUTION PROCEDURES
Page 2 of 4
1 b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form(attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a. After award of Contract
7 b. Under the conditions stated herein
8 2. Submit 3 copies of each written request for substitution,including:
9 a. Documentation
10 1) Complete data substantiating compliance of proposed substitution with
11 Contract Documents
12 2) Data relating to changes in construction schedule, when a reduction is
13 proposed
14 3) Data relating to changes in cost
15 b. For products
16 1) Product identification
17 a) Manufacturer's name
18 b) Telephone number and representative contact name
19 c) Specification Section or Drawing reference of originally specified
20 product,including discrete name or tag number assigned to original
21 product in the Contract Documents
22 2) Manufacturer's literature clearly marked to show compliance of proposed
23 product with Contract Documents
24 3) Itemized comparison of original and proposed product addressing product
25 characteristics including,but not necessarily limited to:
26 a) Size
27 b) Composition or materials of construction
28 c) Weight
29 d) Electrical or mechanical requirements
30 4) Product experience
31 a) Location of past projects utilizing product
32 b) Name and telephone number of persons associated with referenced
33 projects knowledgeable concerning proposed product
34 c) Available field data and reports associated with proposed product
35 5) Samples
36 a) Provide at request of City.
37 b) Samples become the property of the City.
38 c. For construction methods:
39 1) Detailed description of proposed method
40 2) Illustration drawings
41 C. Approval or Rejection
42 1. Written approval or rejection of substitution given by the City
43 2. City reserves the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved,the resulting cost and/or time reduction
46 will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
012500-3
SUBSTITUTION PROCEDURES
Page 3 of 4
1 4. No additional contract time will be given for substitution.
2 5. Substitution will be rejected if.-
3
f:3 a. Submittal is not through the Contractor with his stamp of approval
4 b. Request is not made in accordance with this Specification Section
5 c. In the City's opinion, acceptance will require substantial revision of the original
6 design
7 d. In the City's opinion, substitution will not perform adequately the function
8 consistent with the design intent
9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE
13 A. In making request for substitution or in using an approved product,the Contractor
14 represents that the Contractor:
15 1. Has investigated proposed product,and has determined that it is adequate or
16 superior in all respects to that specified,and that it will perform function for which
17 it is intended
18 2. Will provide same guarantee for substitute item as for product specified
19 3. Will coordinate installation of accepted substitution into Work,to include building
20 modifications if necessary,making such changes as may be required for Work to be
21 complete in all respects
22 4. Waives all claims for additional costs related to substitution which subsequently
23 arise
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 [NOT USED]
28 PART 3- EXECUTION [NOT USED]
29 END OF SECTION
30
Revision Log
DATE NAME SUMMARY OF CHANGE
31
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
012500-4
SUBSTITUTION PROCEDURES
Page 4 of 4
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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
013119-1
PRECONSTRUCTION MEETING
Page 1 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
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 17,2012
013119-2
PRECONSTRUCTION MEETING
Page 2 of 3
1 e. Other City representatives
2 f. Others as appropriate
3 4. Construction Schedule
4 a. Prepare baseline construction schedule in accordance with Section 0132 16 and
5 provide at Preconstruction Meeting.
6 b. City will notify Contractor of any schedule changes upon Notice of
7 Preconstruction Meeting.
8 5. Preliminary Agenda may include:
9 a. Introduction of Project Personnel
10 b. General Description of Project
11 c. Status of right-of-way,utility clearances,easements or other pertinent permits
12 d. Contractor's work plan and schedule
13 e. Contract Time
14 f. Notice to Proceed
15 g. Construction Staking
16 h. Progress Payments
17 i. Extra Work and Change Order Procedures
18 j. Field Orders
19 k. Disposal Site Letter for Waste Material
20 1. Insurance Renewals
21 in. Payroll Certification
22 n. Material Certifications and Quality Control Testing
23 o. Public Safety and Convenience
24 p. Documentation of Pre-Construction Conditions
25 q. Weekend Work Notification
26 r. Legal Holidays
27 s. Trench Safety Plans
28 t. Confined Space Entry Standards
29 u. Coordination with the City's representative for operations of existing water
30 systems
31 v. Storm Water Pollution Prevention Plan
32 w. Coordination with other Contractors
33 x. Early Warning System
34 y. Contractor Evaluation
35 z. Special Conditions applicable to the project
36 aa. Damages Claims
37 bb. Submittal Procedures
38 cc. Substitution Procedures
39 dd. Correspondence Routing
40 ee. Record Drawings
41 ff. Temporary construction facilities
42 gg. M/WBE or MBE/SBE procedures
43 hh. Final Acceptance
44 ii. Final Payment
45 J. Questions or Comments
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 17,2012
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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised August 17,2012
013120-1
PROJECT MEETINGS
Page 1 of 3
1 SECTION 013120
2 PROJECT MEETINGS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for project meetings throughout the construction period to enable orderly
7 review of the progress of the Work and to provide for systematic discussion of
8 potential problems
9 B. Deviations this City of Fort Worth Standard Specification
10 1. None.
11 C. Related Specification Sections include,but are not necessarily limited to:
12 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
13 2. Division 1 —General Requirements
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. Coordination
21 1. Schedule, attend and administer as specified,periodic progress meetings, and
22 specially called meetings throughout progress of the Work.
23 2. Representatives of Contractor,subcontractors and suppliers attending meetings
24 shall be qualified and authorized to act on behalf of the entity each represents.
25 3. Meetings administered by City may be tape recorded.
26 a. If recorded,tapes will be used to prepare minutes and retained by City for
27 future reference.
28 4. Meetings,in addition to those specified in this Section,may be held when requested
29 by the City,Engineer or Contractor.
30 B. Pre-Construction Neighborhood Meeting
31 1. After the execution of the Agreement,but before construction is allowed to begin,
32 attend I Public Meeting with affected residents to:
33 a. Present projected schedule,including construction start date
34 b. Answer any construction related questions
35 2. Meeting Location
36 a. Location of meeting to be determined by the City.
37 3. Attendees
38 a. Contractor
CITY OF FORT WORTH CONCRETE RESTORATION(2017-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100630
Revised July 1,2011
013120-2
PROJECT MEETINGS
Page 2 of 3
1 b. Project Representative
2 c. Other City representatives
3 4. Meeting Schedule
4 a. In general,the neighborhood meeting will occur within the 2 weeks following
5 the pre-construction conference.
6 b. In no case will construction be allowed to begin until this meeting is held.
7 C. Progress Meetings
8 1. Formal project coordination meetings will be held periodically. Meetings will be
9 scheduled and administered by Project Representative.
10 2. Additional progress meetings to discuss specific topics will be conducted on an as-
11 needed basis. Such additional meetings shall include,but not be limited to:
12 a. Coordinating shutdowns
13 b. Installation of piping and equipment
14 c. Coordination between other construction projects
15 d. Resolution of construction issues
16 e. Equipment approval
17 3. The Project Representative will preside at progress meetings,prepare the notes of
18 the meeting and distribute copies of the same to all participants who so request by
19 fully completing the attendance form to be circulated at the beginning of each
20 meeting.
21 4. Attendance shall include:
22 a. Contractor's project manager
23 b. Contractor's superintendent
24 c. Any subcontractor or supplier representatives whom the Contractor may desire
25 to invite or the City may request
26 d. Engineer's representatives
27 e. City's representatives
28 f. Others,as requested by the Project Representative
29 5. Preliminary Agenda may include:
30 a. Review of Work progress since previous meeting
31 b. Field observations,problems,conflicts
32 c. Items which impede construction schedule
33 d. Review of off-site fabrication,delivery schedules
34 e. Review of construction interfacing and sequencing requirements with other
35 construction contracts
36 f. Corrective measures and procedures to regain projected schedule
37 g. Revisions to construction schedule
38 h. Progress,schedule,during succeeding Work period
39 i. Coordination of schedules
40 j. Review submittal schedules
41 k. Maintenance of quality standards
42 1. Pending changes and substitutions
43 m. Review proposed changes for:
44 1) Effect on construction schedule and on completion date
45 2) Effect on other contracts of the Project
46 n. Review Record Documents
47 o. Review monthly pay request
48 p. Review status of Requests for Information
CrFY OF FORT WORTH CONCRETE RESTORATION(2017-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100630
Revised July 1,2011
013120-3
PROJECT MEETINGS
Page 3 of 3
1 6. Meeting Schedule
2 a. Progress meetings will be held periodically as determined by the Project
3 Representative.
4 1) Additional meetings may be held at the request of the:
5 a) City
6 b) Engineer
7 c) Contractor
8 7. Meeting Location
9 a. The City will establish a meeting location.
10 1) To the extent practicable,meetings will be held at the Site.
11 1.5 SUBMITTALS [NOT USED]
12 1.6 ACTION SUBMITTALSANFORMATIONAL 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 END OF SECTION
22
Revision Log
DATE NAME SUMMARY OF CHANGE
23
CITY OF FORT WORTH CONCRETE RESTORATION(2017-1)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.100630
Revised July 1,2011
013216-1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 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.
39 3. Progress Schedule-Monthly submittal of a progress schedule documenting
40 progress on the project and any changes anticipated.
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
013216-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
1 4. Schedule Narrative-Concise narrative of the schedule including schedule
2 changes,expected delays,key schedule issues,critical path items,etc
3 B. Reference Standards
4 1. City of Fort Worth Schedule Guidance Document
5 1.4 ADMINISTRATIVE REQUIREMENTS
6 A. Baseline Schedule
7 1. General
8 a. Prepare a cost-loaded baseline Schedule using approved software and the
9 Critical Path Method(CPM)as required in the City of Fort Worth Schedule
10 Guidance Document.
11 b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
12 understanding of the work to be performed and known issues and constraints
13 related to the schedule.
14 c. Designate an authorized representative(Project Scheduler)responsible for
15 developing and updating the schedule and preparing reports.
16 B. Progress Schedule
17 1. Update the progress Schedule monthly as required in the City of Fort Worth
18 Schedule Guidance Document.
19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
20 3. Change Orders
21 a. Incorporate approved change orders,resulting in a change of contract time,in
22 the baseline Schedule in accordance with City of Fort Worth Schedule
23 Guidance Document.
24 C. Responsibility for Schedule Compliance
25 1. Whenever it becomes apparent from the current progress Schedule and CPM Status
26 Report that delays to the critical path have resulted and the Contract completion
27 date will not be met,or when so directed by the City,make some or all of the
28 following actions at no additional cost to the City
29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
30 outlining:
31 1) A written statement of the steps intended to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Increase construction manpower in such quantities and crafts as will
34 substantially eliminate the backlog of work and return current Schedule to
35 meet projected baseline completion dates
36 3) Increase the number of working hours per shift,shifts per day,working
37 days per week,the amount of construction equipment,or any combination
38 of the foregoing, sufficiently to substantially eliminate the backlog of work
39 4) Reschedule activities to achieve maximum practical concurrency of
40 accomplishment of activities,and comply with the revised schedule
41 2. If no written statement of the steps intended to take is submitted when so requested
42 by the City,the City may direct the Contractor to increase the level of effort in
43 manpower(trades),equipment and work schedule(overtime,weekend and holiday
44 work,etc.)to be employed by the Contractor in order to remove or arrest the delay
45 to the critical path in the approved schedule.
46 a. No additional cost for such work will be considered.
CITY OF FORT WORTH HMAC STREET REHABILrrAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
013216-3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 5
1 D. The Contract completion time will be adjusted only for causes specified in this
2 Contract.
3 a. Requests for an extension of any Contract completion date must be
4 supplemented with the following:
5 1) Furnish justification and supporting evidence as the City may deem
6 necessary to determine whether the requested extension of time is entitled
7 under the provisions of this Contract.
8 a) The City will,after receipt of such justification and supporting
9 evidence,make findings of fact and will advise the Contractor,in
10 writing thereof.
11 2) If the City finds that the requested extension of time is entitled,the City's
12 determination as to the total number of days allowed for the extensions
13 shall be based upon the approved total baseline schedule and on all data
14 relevant to the extension.
15 a) Such data shall be included in the next updating of the Progress
16 schedule.
17 b) Actual delays in activities which,according to the Baseline schedule,
18 do not affect any Contract completion date shown by the critical path in
19 the network will not be the basis for a change therein.
20 2. Submit each request for change in Contract completion date to the City within 30
21 days after the beginning of the delay for which a time extension is requested but
22 before the date of final payment under this Contract.
23 a. No time extension will be granted for requests which are not submitted within
24 the foregoing time limit.
25 b. From time to time,it may be necessary for the Contract schedule or completion
26 time to be adjusted by the City to reflect the effects of job conditions,weather,
27 technical difficulties, strikes,unavoidable delays on the part of the City or its
28 representatives,and other unforeseeable conditions which may indicate
29 schedule adjustments or completion time extensions.
30 1) Under such conditions,the City will direct the Contractor to reschedule the
31 work or Contract completion time to reflect the changed conditions and the
32 Contractor shall revise his schedule accordingly.
33 a) No additional compensation will be made to the Contractor for such
34 schedule changes except for unavoidable overall contract time
35 extensions beyond the actual completion of unaffected work,in which
36 case the Contractor shall take all possible action to minimize any time
37 extension and any additional cost to the City.
38 b) Available float time in the Baseline schedule may be used by the City
39 as well as by the Contractor.
40 3. Float or slack time is defined as the amount of time between the earliest start date
41 and the latest start date or between the earliest finish date and the latest finish date
42 of a chain of activities on the Baseline Schedule.
43 a. Float or slack time is not for the exclusive use or benefit of either the
44 Contractor or the City.
45 b. Proceed with work according to early start dates,and the City shall have the
46 right to reserve and apportion float time according to the needs of the project.
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
013216-4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
1 c. Acknowledge and agree that actual delays,affecting paths of activities
2 containing float time,will not have any effect upon contract completion times,
3 providing that the actual delay does not exceed the float time associated with
4 those activities.
5 E. Coordinating Schedule with Other Contract Schedules
6 1. Where work is to be performed under this Contract concurrently with or contingent
7 upon work performed on the same facilities or area under other contracts,the
8 Baseline Schedule shall be coordinated with the schedules of the other contracts.
9 a. Obtain the schedules of the other appropriate contracts from the City for the
10 preparation and updating of Baseline schedule and make the required changes
11 in his schedule when indicated by changes in corresponding schedules.
12 2. In case of interference between the operations of different contractors,the City will
13 determine the work priority of each contractor and the sequence of work necessary
14 to expedite the completion of the entire Project.
15 a. In such cases,the decision of the City shall be accepted as final.
16 b. The temporary delay of any work due to such circumstances shall not be
17 considered as justification for claims for additional compensation.
18 1.5 SUBMITTALS
19 A. Baseline Schedule
20 1. Submit Schedule in native file format and pdf format as required in the City of Fort
21 Worth Schedule Guidance Document.
22 a. Native file format includes:
23 1) Primavera(P6 or Primavera Contractor)
24 2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
25 bring in hard copy to the meeting for review and discussion.
26 B. Progress Schedule
27 1. Submit progress Schedule in native file format and pdf format as required in the
28 City of Fort Worth Schedule Guidance Document.
29 2. Submit progress Schedule monthly no later than the last day of the month.
30 C. Schedule Narrative
31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
32 Schedule Guidance Document.
33 2. Submit schedule narrative monthly no later than the last day of the month.
34 D. Submittal Process
35 1. The City administers and manages schedules through Buzzsaw.
36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule
37 Guidance Document.
38 3. Once the project has been completed and Final Acceptance has been issued by the
39 City,no further progress schedules are required.
CITY OF FORT WORTH HMAC STREET REHABILrtAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
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 HMAC STREET REHABILITATTON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
013233-1
PRECONSTRUCTION VIDEO
Page 1 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 site/alignment, 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]
33 PART 2- PRODUCTS [NOT USED]
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
013233-2
PRECONSTRUCTION VIDEO
Page 2 of 2
1 PART 3- EXECUTION[NOT USED]
2 END OF SECTION
3
Revision Log
DATE NAME SUMMARY OF CHANGE
4
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
013300-1
SUBMITTALS
Page 1 of 8
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
39 c. No extension of time will be authorized because of the Contractor's failure to
40 transmit submittals sufficiently in advance of the Work.
CTI'Y OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013300-2
SUBMITTALS
Page 2 of 8
1 d. Make submittals promptly in accordance with approved schedule,and in such
2 sequence as to cause no delay in the Work or in the work of any other
3 contractor.
4 B. Submittal Numbering
5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross-
6 reference identification numbering system in the following manner:
7 a. Use the first 6 digits of the applicable Specification Section Number.
8 b. For the next 2 digits number use numbers 01-99 to sequentially number each
9 initial separate item or drawing submitted under each specific Section number.
10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e.
11 A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical
12 submittal number would be as follows:
13
14 03 30 00-08-B
15
16 1) 03 30 00 is the Specification Section for Concrete
17 2) 08 is the eighth initial submittal under this Specification Section
18 3) B is the third submission(second resubmission)of that particular shop
19 drawing
20 C. Contractor Certification
21 1. Review shop drawings,product data and samples,including those by
22 subcontractors,prior to submission to determine and verify the following:
23 a. Field measurements
24 b. Field construction criteria
25 c. Catalog numbers and similar data
26 d. Conformance with the Contract Documents
27 2. Provide each shop drawing, sample and product data submitted by the Contractor
28 with a Certification Statement affixed including:
29 a. The Contractor's Company name
30 b. Signature of submittal reviewer
31 c. Certification Statement
32 1) `By this submittal,I hereby represent that I have determined and verified
33 field measurements,field construction criteria,materials,dimensions,
34 catalog numbers and similar data and I have checked and coordinated each
35 item with other applicable approved shop drawings."
36 D. Submittal Format
37 1. Fold shop drawings larger than 8 1h inches x 11 inches to 81h inches x l Iinches.
38 2. Bind shop drawings and product data sheets together.
39 3. Order
40 a. Cover Sheet
41 1) Description of Packet
42 2) Contractor Certification
43 b. List of items/Table of Contents
44 c. Product Data/Shop Drawings/Samples/Calculations
45 E. Submittal Content
46 1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013300-3
SUBMITTALS
Page 3 of 8
1 2. The Project title and number
2 3. Contractor identification
3 4. The names of.
4 a. Contractor
5 b. Supplier
6 c. Manufacturer
7 5. Identification of the product,with the Specification Section number,page and
8 paragraph(s)
9 6. Field dimensions,clearly identified as such
10 7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identification by highlighting of deviations from Contract Documents
13 10. Identification by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
15 F. Shop Drawings
16 1. As specified in individual Work Sections includes,but is not necessarily limited to:
17 a. Custom-prepared data such as fabrication and erection/installation(working)
18 drawings
19 b. Scheduled information
20 c. Setting diagrams
21 d. Actual shopwork manufacturing instructions
22 e. Custom templates
23 f. Special wiring diagrams
24 g. Coordination drawings
25 h. Individual system or equipment inspection and test reports including:
26 1) Performance curves and certifications
27 i. As applicable to the Work
28 2. Details
29 a. Relation of the various parts to the main members and lines of the structure
30 b. Where correct fabrication of the Work depends upon field measurements
31 1) Provide such measurements and note on the drawings prior to submitting
32 for approval.
33 G. Product Data
34 1. For submittals of product data for products included on the City's Standard Product
35 List,clearly identify each item selected for use on the Project.
36 2. For submittals of product data for products not included on the City's Standard
37 Product List,submittal data may include,but is not necessarily limited to:
38 a. Standard prepared data for manufactured products(sometimes referred to as
39 catalog data)
40 1) Such as the manufacturer's product specification and installation
41 instructions
42 2) Availability of colors and patterns
43 3) Manufacturer's printed statements of compliances and applicability
44 4) Roughing-in diagrams and templates
45 5) Catalog cuts
46 6) Product photographs
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013300-4
SUBMITTALS
Page 4 of 8
1 7) Standard wiring diagrams
2 8) Printed performance curves and operational-range diagrams
3 9) Production or quality control inspection and test reports and certifications
4 10) Mill reports
5 11) Product operating and maintenance instructions and recommended
6 spare-parts listing and printed product warranties
7 12) As applicable to the Work
8 H. Samples
9 1. As specified in individual Sections,include,but are not necessarily limited to:
10 a. Physical examples of the Work such as:
11 1) Sections of manufactured or fabricated Work
12 2) Small cuts or containers of materials
13 3) Complete units of repetitively used products color/texture/pattern swatches
14 and range sets
15 4) Specimens for coordination of visual effect
16 5) Graphic symbols and units of Work to be used by the City for independent
17 inspection and testing, as applicable to the Work
18 I. Do not start Work requiring a shop drawing,sample or product data nor any material to
19 be fabricated or installed prior to the approval or qualified approval of such item.
20 1. Fabrication performed, materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
23 2. The City will not be liable for any expense or delay due to corrections or remedies
24 required to accomplish conformity.
25 3. Complete project Work,materials,fabrication,and installations in conformance
26 with approved shop drawings,applicable samples,and product data.
27 J. Submittal Distribution
28 1. Electronic Distribution
29 a. Confirm development of Project directory for electronic submittals to be
30 uploaded to City's Buzzsaw site,or another external FTP site approved by the
31 City.
32 b. Shop Drawings
33 1) Upload submittal to designated project directory and notify appropriate
34 City representatives via email of submittal posting.
35 2) Hard Copies
36 a) 3 copies for all submittals
37 b) If Contractor requires more than 1 hard copy of Shop Drawings
38 returned,Contractor shall submit more than the number of copies listed
39 above.
40 c. Product Data
41 1) Upload submittal to designated project directory and notify appropriate
42 City representatives via email of submittal posting.
43 2) Hard Copies
44 a) 3 copies for all submittals
45 d. Samples
46 1) Distributed to the Project Representative
47 2. Hard Copy Distribution(if required in lieu of electronic distribution)
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013300-5
SUBMITTALS
Page 5 of 8
1 a. Shop Drawings
2 1) Distributed to the City
3 2) Copies
4 a) 8 copies for mechanical submittals
5 b) 7 copies for all other submittals
6 c) If Contractor requires more than 3 copies of Shop Drawings returned,
7 Contractor shall submit more than the number of copies listed above.
8 b. Product Data
9 1) Distributed to the City
10 2) Copies
11 a) 4 copies
12 c. Samples
13 1) Distributed to the Project Representative
14 2) Copies
15 a) Submit the number stated in the respective Specification Sections.
16 3. Distribute reproductions of approved shop drawings and copies of approved
17 product data and samples,where required,to the job site file and elsewhere as
18 directed by the City.
19 a. Provide number of copies as directed by the City but not exceeding the number
20 previously specified.
21 K. Submittal Review
22 1. The review of shop drawings,data and samples will be for general conformance
23 with the design concept and Contract Documents. This is not to be construed as:
24 a. Permitting any departure from the Contract requirements
25 b. Relieving the Contractor of responsibility for any errors,including details,
26 dimensions,and materials
27 c. Approving departures from details furnished by the City,except as otherwise
28 provided herein
29 2. The review and approval of shop drawings, samples or product data by the City
30 does not relieve the Contractor from his/her responsibility with regard to the
31 fulfillment of the terms of the Contract.
32 a. All risks of error and omission are assumed by the Contractor,and the City will
33 have no responsibility therefore.
34 3. The Contractor remains responsible for details and accuracy,for coordinating the
35 Work with all other associated work and trades,for selecting fabrication processes,
36 for techniques of assembly and for performing Work in a safe manner.
37 4. If the shop drawings,data or samples as submitted describe variations and show a
38 departure from the Contract requirements which City finds to be in the interest of
39 the City and to be so minor as not to involve a change in Contract Price or time for
40 performance,the City may return the reviewed drawings without noting an
41 exception.
42 5. Submittals will be returned to the Contractor under 1 of the following codes:
43 a. Code 1
44 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
45 comments on the submittal.
46 a) When returned under this code the Contractor may release the
47 equipment and/or material for manufacture.
48 b. Code 2
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013300-6
SUBMITTALS
Page 6 of 8
1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
2 the notations and comments IS NOT required by the Contractor.
3 a) The Contractor may release the equipment or material for manufacture;
4 however, all notations and comments must be incorporated into the
5 final product.
6 c. Code 3
7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
8 assigned when notations and comments are extensive enough to require a
9 resubmittal of the package.
10 a) The Contractor may release the equipment or material for manufacture;
11 however,all notations and comments must be incorporated into the
12 final product.
13 b) This resubmittal is to address all comments,omissions and
14 non-conforming items that were noted.
15 c) Resubmittal is to be received by the City within 15 Calendar Days of
16 the date of the City's transmittal requiring the resubmittal.
17 d. Code 4
18 1) "NOT APPROVED" is assigned when the submittal does not meet the
19 intent of the Contract Documents.
20 a) The Contractor must resubmit the entire package revised to bring the
21 submittal into conformance.
22 b) It may be necessary to resubmit using a different manufacturer/vendor
23 to meet the Contract Documents.
24 6. Resubmittals
25 a. Handled in the same manner as first submittals
26 1) Corrections other than requested by the City
27 2) Marked with revision triangle or other similar method
28 a) At Contractor's risk if not marked
29 b. Submittals for each item will be reviewed no more than twice at the City's
30 expense.
31 1) All subsequent reviews will be performed at times convenient to the City
32 and at the Contractor's expense,based on the City's or City
33 Representative's then prevailing rates.
34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
35 all such fees invoiced by the City.
36 c. The need for more than 1 resubmission or any other delay in obtaining City's
37 review of submittals,will not entitle the Contractor to an extension of Contract
38 Time.
39 7. Partial Submittals
40 a. City reserves the right to not review submittals deemed partial,at the City's
41 discretion.
42 b. Submittals deemed by the City to be not complete will be returned to the
43 Contractor, and will be considered "Not Approved" until resubmitted.
44 c. The City may at its option provide a list or mark the submittal directing the
45 Contractor to the areas that are incomplete.
46 8. If the Contractor considers any correction indicated on the shop drawings to
47 constitute a change to the Contract Documents,then written notice must be
48 provided thereof to the City at least 7 Calendar Days prior to release for
49 manufacture.
CITY OF FORT WORTH HMAC STREET REHABIIITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013300-7
SUBMITTALS
Page 7 of 8
1 9. When the shop drawings have been completed to the satisfaction of the City,the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal,appropriately coded, will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include,but are not necessarily
8 limited to,complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
13 N. Request for Information(RFI)
14 1. Contractor Request for additional information
15 a. Clarification or interpretation of the contract documents
16 b. When the Contractor believes there is a conflict between Contract Documents
17 c. When the Contractor believes there is a conflict between the Drawings and
18 Specifications
19 1) Identify the conflict and request clarification
20 2. Use the Request for Information(RFI)form provided by the City.
21 3. Numbering of RFI
22 a. Prefix with"RFI" followed by series number, "-xxx",beginning with"01"and
23 increasing sequentially with each additional transmittal.
24 4. Sufficient information shall be attached to permit a written response without further
25 information.
26 5. The City will log each request and will review the request.
27 a. If review of the project information request indicates that a change to the
28 Contract Documents is required,the City will issue a Field Order or Change
29 Order,as appropriate.
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]
35 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
36 1.11 FIELD[SITE] CONDITIONS [NOT USED]
37 1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013300-9
SUBMITTALS
Page 8 of 8
1 PART 2- PRODUCTS [NOT USED]
2 PART 3- EXECUTION[NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days
5
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013513-1
SPECIAL PROJECT PROCEDURES
Page 1 of 8
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1 - 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. None.
20 C. Related Specification Sections include,but are not necessarily limited to:
21 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract
22 2. Division 1—General Requirements
23 3. Section 33 12 25—Connection to Existing Water Mains
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Coordination within Railroad permit areas
27 a. Measurement
28 1) Measurement for this Item will be by lump sum.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 will be paid for at the lump sum price bid for Railroad Coordination.
32 c. The price bid shall include:
33 1) Mobilization
34 2) Inspection
35 3) Safety training
36 4) Additional Insurance
37 5) Insurance Certificates
38 6) Other requirements associated with general coordination with Railroad,
39 including additional employees required to protect the right-of-way and
40 property of the Railroad from damage arising out of and/or from the
41 construction of the Project.
42 2. Railroad Flagmen
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013513-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
1 a. Measurement
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
45 4. Work within 6 feet of high voltage electric lines
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013513-3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
1 a. Notification shall be given to:
2 1) The power company(example: ONCOR)
3 a) Maintain an accurate log of all such calls to power company and record
4 action taken in each case.
5 b. Coordination with power company
6 1) After notification coordinate with the power company to:
7 a) Erect temporary mechanical barriers,de-energize the lines, or raise or
8 lower the lines
9 c. No personnel may work within 6 feet of a high voltage line before the above
10 requirements have been met.
11 C. Confined Space Entry Program
12 1. Provide and follow approved Confined Space Entry Program in accordance with
13 OSHA requirements.
14 2. Confined Spaces include:
15 a. Manholes
16 b. All other confined spaces in accordance with OSHA's Permit Required for
17 Confined Spaces
18 D. Air Pollution Watch Days
19 1. General
20 a. Observe the following guidelines relating to working on City construction sites
21 on days designated as"AIR POLLUTION WATCH DAYS".
22 b. Typical Ozone Season
23 1) May 1 through October 31.
24 c. Critical Emission Time
25 1) 6:00 a.m.to 10:00 a.m.
26 2. Watch Days
27 a. The Texas Commission on Environmental Quality(TCEQ),in coordination
28 with the National Weather Service,will issue the Air Pollution Watch by 3:00
29 p.m. on the afternoon prior to the WATCH day.
30 b. Requirements
31 1) Begin work after 10:00 a.m. whenever construction phasing requires the
32 use of motorized equipment for periods in excess of 1 hour.
33 2) However,the Contractor may begin work prior to 10:00 a.m.if:
34 a) Use of motorized equipment is less than 1 hour,or
35 b) If equipment is new and certified by EPA as "Low Emitting",or
36 equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or
37 alternative fuels such as CNG.
38 E. TCEQ Air Permit
39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ.
40 F. Use of Explosives,Drop Weight,Etc.
41 1. When Contract Documents permit on the project the following will apply:
42 a. Public Notification
43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
44 prior to commencing.
45 2) Minimum 24 hour public notification in accordance with Section 0131 13
46 G. Water Department Coordination
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013513-4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1 1. During the construction of this project,it will be necessary to deactivate,for a
2 period of time,existing lines. The Contractor shall be required to coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the City's representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter from the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required,coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7,Chapter 28.03(Criminal Mischief)and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition,the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 H. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block by block
21 basis,prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction.The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor's letterhead and include the following
27 information:
28 a) Name of Project
29 b) City Project No(CPN)
30 c) Scope of Project(i.e.type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor's foreman and phone number
33 f) Name of the City's inspector and phone number
34 g) City's after-hours phone number
35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
42 I. Public Notification of Temporary Water Service Interruption during Construction
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during construction,prepare and deliver a notice or flyer of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temporary
48 interruption.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013513-5
SPECIAL PROJECT PROCEDURES
Page 5 of S
1 b. Prepare flyer on the contractor's letterhead and include the following
2 information:
3 1) Name of the project
4 2) City Project Number
5 3) Date of the interruption of service
6 4) Period the interruption will take place
7 5) Name of the contractor's foreman and phone number
8 6) Name of the City's inspector and phone number
9 c. A sample of the temporary water service interruption notification is attached as
10 Exhibit B.
11 d. Deliver a copy of the temporary interruption notification to the City inspector
12 for review prior to being distributed.
13 e. No interruption of water service can occur until the flyer has been delivered to
14 all affected residents and businesses.
15 f. Electronic versions of the sample flyers can be obtained from the Project
16 Construction Inspector.
17 J. Coordination with United States Army Corps of Engineers(USACE)
18 1. At locations in the Project where construction activities occur in areas where
19 USACE permits are required,meet all requirements set forth in each designated
20 permit.
21 K. Coordination within Railroad Permit Areas
22 1. At locations in the project where construction activities occur in areas where
23 railroad permits are required, meet all requirements set forth in each designated
24 railroad permit. This includes,but is not limited to,provisions for:
25 a. Flagmen
26 b. Inspectors
27 c. Safety training
28 d. Additional insurance
29 e. Insurance certificates
30 f. Other employees required to protect the right-of-way and property of the
31 Railroad Company from damage arising out of and/or from the construction of
32 the project. Proper utility clearance procedures shall be used in accordance
33 with the permit guidelines.
34 2. Obtain any supplemental information needed to comply with the railroad's
35 requirements.
36 3. Railroad Flagmen
37 a. Submit receipts to City for verification of working days that railroad flagmen
38 were present on Site.
39 L. Dust Control
40 1. Use acceptable measures to control dust at the Site.
41 a. If water is used to control dust,capture and properly dispose of waste water.
42 b. If wet saw cutting is performed,capture and properly dispose of slurry.
43 M. Employee Parking
44 1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013513-6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
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
1.43—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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013513-7
SPECIAL PROJECT PROCEDURES
Page 7 of 8
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
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
37
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
013513-8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
EXHIBIT B
2
FORT'WORTH
Delm
DOE NO.XXXX
Name:
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
4
CITY OF FORT WORTH HMAC STREET REHABILITATION(20I6-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
014523-1
TESTING AND INSPECTION SERVICES
Page 1 of 2
1 SECTION 0145 23
2 TESTING AND INSPECTION SERVICES
3 PART1 - 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 HMAC STREET REHABILITAITON 92016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
014523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
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]
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
30
CITY OF FORT WORTH HMAC STREET REHABILITAITON 92016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015000-1
TEMPORARY FACILITIES AND CONTROLS
Page 1 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
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
40 1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015000-2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
1 d. Contractor Payment for Construction Water
2 1) Obtain construction water meter from City for payment as billed by City's
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required for Work,including
6 testing of Work.
7 1) Provide power for lighting, operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10 4. Telephone
11 a. Provide emergency telephone service at Site for use by Contractor personnel
12 and others performing work or furnishing services at Site.
13 5. Temporary Heat and Ventilation
14 a. Provide temporary heat as necessary for protection or completion of Work.
15 b. Provide temporary heat and ventilation to assure safe working conditions.
16 B. Sanitary Facilities
17 1. Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
19 2. Enforce use of sanitary facilities by construction personnel at job site.
20 a. Enclose and anchor sanitary facilities.
21 b. No discharge will be allowed from these facilities.
22 c. Collect and store sewage and waste so as not to cause nuisance or health
23 problem.
24 d. Haul sewage and waste off-site at no less than weekly intervals and properly
25 dispose in accordance with applicable regulation.
26 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
27 4. Remove facilities at completion of Project
28 C. Storage Sheds and Buildings
29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
30 above ground level for materials and equipment susceptible to weather damage.
31 2. Storage of materials not susceptible to weather damage may be on blocks off
32 ground.
33 3. Store materials in a neat and orderly manner.
34 a. Place materials and equipment to permit easy access for identification,
35 inspection and inventory.
36 4. Equip building with lockable doors and lighting,and provide electrical service for
37 equipment space heaters and heating or ventilation as necessary to provide storage
38 environments acceptable to specified manufacturers.
39 5. Fill and grade site for temporary structures to provide drainage away from
40 temporary and existing buildings.
41 6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015000-3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
3 a. Contractor remains on-call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR]/[RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD[OR] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP[NOT USED]
28 3.9 ADJUSTING[NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015000-4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work,to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
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 PART1 - 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. 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 3. Section 34 71 13—Traffic Control
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
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification,unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings,provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings,prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015526-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 1) Allow a minimum of 5 working days for permit review.
2 2) Contractor's responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor's responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit,such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction,then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices (MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete, to the extent that the permanent sign can be
22 reinstalled,contact the City Transportation and Public Works Department, Signs
23 and Markings Division,to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City's Buzzsaw website.
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]
34 PART 2- PRODUCTS [NOT USED]
35 PART 3- EXECUTION[NOT USED]
36 END OF SECTION
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015526-3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015713-1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
1 SECTION 015713
2 STORM WATER POLLUTION PREVENTION
3 PART1 - 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
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015713-2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
1 B. Construction Activities resulting in:
2 1. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 3125 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of
13 Transportation and Public Works,Environmental Division, (817) 392-
14 6088.
15 2) Provide erosion and sediment control in accordance with:
16 a) Section 3125 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Environmental Division,(817) 392-6088.
29 2) TCEQ Notice of Change required if making changes or updates to NOI
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 3125 00
32 b) The Drawings
33 c) TXR150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have been met a TCEQ Notice of Termination can be submitted.
38 a) Send copy to City Department of Transportation and Public Works,
39 Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 0133 00,except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works,Environmental Division for review
CITY OF FORT WORTH HMAC STREET REHABILITATrON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015713-3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City
3 in accordance with Section 0133 00.
4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
9 1.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WARRANTY [NOT USED]
11 PART 2- PRODUCTS [NOT USED]
12 PART 3- EXECUTION[NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
CITY OF FORT WORTH HMAC STREET REHABILTTATTON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
1 SECTION 0158 13
2 TEMPORARY PROJECT SIGNAGE
3 PART1 - 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 [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT,PRODUCT TYPES,AND MATERIALS
29 A. Design Criteria
30 1. Provide free standing Project Designation Sign in accordance with City's Standard
31 Details for project signs.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015813-2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
1 B. Materials
2 1. Sign
3 a. Constructed of 3/4-inch fir plywood,grade A-C (exterior) or better
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL[NOT USED]
6 PART 3- EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION[NOT USED]
9 3.3 PREPARATION [NOT USED]
10 3.4 INSTALLATION
11 A. General
12 1. Provide vertical installation at extents of project.
13 2. Relocate sign as needed,upon request of the City.
14 B. Mounting options
15 a. Skids
16 b. Posts
17 c. Barricade
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
27 A. General
28 1. Maintenance will include painting and repairs as needed or directed by the City.
29 3.14 ATTACHMENTS [NOT USED]
30 END OF SECTION
31
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
015813-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017000-1
MOBILIZATION AND REMOBILIZATION
Page 1 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
45 a. Mobilization and Demobilization
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
017000-2
MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel,equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel,equipment, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include,but are not necessarily limited to:
22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1—General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment
26 1. Mobilization and Demobilization
27 a. Measure
28 1) This Item is considered subsidiary to the various Items bid.
29 b. Payment
30 1) The work performed and materials furnished in accordance with this Item
31 are subsidiary to the various Items bid and no other compensation will be
32 allowed.
33 2. Remobilization for suspension of Work as specifically required in the Contract
34 Documents
35 a. Measurement
36 1) Measurement for this Item shall be per each remobilization performed.
37 b. Payment
38 1) The work performed and materials furnished in accordance with this Item
39 and measured as provided under"Measurement"will be paid for at the unit
40 price per each"Specified Remobilization"in accordance with Contract
41 Documents.
42 c. The price shall include:
43 1) Demobilization as described in Section 1.1.A.2.a.1)
44 2) Remobilization as described in Section 1.1.A.2.a.2)
45 d. No payments will be made for standby,idle time,or lost profits associated this
46 Item.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
017000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 4
1 3. Remobilization for suspension of Work as required by City
2 a. Measurement and Payment
3 1) This shall be submitted as a Contract Claim in accordance with Article 10
4 of Section 00 72 00.
5 2) No payments will be made for standby, idle time, or lost profits associated
6 with this Item.
7 4. Mobilizations and Demobilizations for Miscellaneous Projects
8 a. Measurement
9 1) Measurement for this Item shall be for each Mobilization and
10 Demobilization required by the Contract Documents
11 b. Payment
12 1) The Work performed and materials furnished in accordance with this Item
13 and measured as provided under"Measurement"will be paid for at the unit
14 price per each"Work Order Mobilization"in accordance with Contract
15 Documents. Demobilization shall be considered subsidiary to mobilization
16 and shall not be paid for separately.
17 c. The price shall include:
18 1) Mobilization as described in Section 1.1.A.3.a.1)
19 2) Demobilization as described in Section 1.1.A.3.a.2)
20 d. No payments will be made for standby,idle time, or lost profits associated this
21 Item.
22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
23 a. Measurement
24 1) Measurement for this Item shall be for each Mobilization and
25 Demobilization required by the Contract Documents
26 b. Payment
27 1) The Work performed and materials furnished in accordance with this Item
28 and measured as provided under"Measurement" will be paid for at the unit
29 price per each"Work Order Emergency Mobilization"in accordance with
30 Contract Documents. Demobilization shall be considered subsidiary to
31 mobilization and shall not be paid for separately.
32 c. The price shall include
33 1) Mobilization as described in Section 1.1.A.4.a)
34 2) Demobilization as described in Section L LA.3.a.2)
35 d. No payments will be made for standby, idle time, or lost profits associated this
36 Item.
37 1.3 REFERENCES [NOT USED]
38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
39 1.5 SUBMITTALS [NOT USED]
40 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
41 1.7 CLOSEOUT SUBMITTALS [NOT USED]
42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
43 1.9 QUALITY ASSURANCE [NOT USED]
44 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
017000-4
MOBILIZATION AND REMOBILIZATION
Page 4 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[NOT USED]
5 END OF SECTION
6
Revision Log
DATE NAME SUMMARY OF CHANGE
7
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
017123-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 4
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.
37 a. Certificate must be sealed by a registered professional land surveyor in the
38 State of Texas.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
017123-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 4
1 B. Field Quality Control Submittals
2 1. Documentation verifying accuracy of field engineering work.
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE
6 A. Construction Staking
7 1. Construction staking will be performed by the City.
8 2. Coordination
9 a. Contact City's Project Representative at least 2 weeks in advance for
10 scheduling of Construction Staking.
11 b. It is the Contractor's responsibility to coordinate staking such that construction
12 activities are not delayed or negatively impacted.
13 3. General
14 a. Contractor is responsible for preserving and maintaining stakes furnished by
15 City.
16 b. If in the opinion of the City, a sufficient number of stakes or markings have
17 been lost,destroyed or disturbed,by Contractor's neglect, such that the
18 contracted Work cannot take place,then the Contractor will be required to pay
19 the City for new staking with a 25 percent markup. The cost for staking will be
20 deducted from the payment due to the Contractor for the Project.
21 B. Construction Survey
22 1. Construction Survey will be performed by the City.
23 2. Coordination
24 a. Contractor to verify that control data established in the design survey remains
25 intact.
26 b. Coordinate with the City prior to field investigation to determine which
27 horizontal and vertical control data will be required for construction survey.
28 c. It is the Contractor's responsibility to coordinate Construction Survey such that
29 construction activities are not delayed or negatively impacted.
30 d. Notify City if any control data needs to be restored or replaced due to damage
31 caused during construction operations.
32 1) City shall perform replacements and/or restorations.
33 3. General
34 a. Construction survey will be performed in order to maintain complete and
35 accurate logs of control and survey work as it progresses for Project Records.
36 b. The Contractor will need to ensure coordination is maintained with the City to
37 perform construction survey to obtain construction features, including but not
38 limited to the following:
39 1) All Utility Lines
40 a) Rim and flowline elevations and coordinates for each manhole or
41 junction structure
42 2) Water Lines
43 a) Top of pipe elevations and coordinates for waterlines at the following
44 locations:
45 (1) Every 250 linear feet
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 4
1 (2) Horizontal and vertical points of inflection,curvature,etc. (All
2 Fittings)
3 (3) Cathodic protection test stations
4 (4) Sampling stations
5 (5) Meter boxes/vaults (All sizes)
6 (6) Fire lines
7 (7) Fire hydrants
8 (8) Gate valves
9 (9) Plugs, stubouts, dead-end lines
10 (10) Air Release valves(Manhole rim and vent pipe)
11 (11) Blow off valves (Manhole rim and valve lid)
12 (12) Pressure plane valves
13 (13) Cleaning wyes
14 (14) Casing pipe(each end)
15 b) Storm Sewer
16 (1) Top of pipe elevations and coordinates at the following locations:
17 (a) Every 250 linear feet
18 (b) Horizontal and vertical points of inflection,curvature,etc.
19 c) Sanitary Sewer
20 (1) Top of pipe elevations and coordinates for sanitary sewer lines at
21 the following locations:
22 (a) Every 250 linear feet
23 (b) Horizontal and vertical points of inflection,curvature,etc.
24 (c) Cleanouts
25 c. Construction survey will be performed in order to maintain complete and
26 accurate logs of control and survey work associated with meeting or exceeding
27 the line and grade required by these Specifications.
28 d. The Contractor will need to ensure coordination is maintained with the City to
29 perform construction survey and to verify control data,including but not
30 limited to the following:
31 1) Established benchmarks and control points provided for the Contractor's
32 use are accurate
33 2) Benchmarks were used to furnish and maintain all reference lines and
34 grades for tunneling
35 3) Lines and grades were used to establish the location of the pipe
36 4) Submit to the City copies of field notes used to establish all lines and
37 grades and allow the City to check guidance system setup prior to
38 beginning each tunneling drive.
39 5) Provide access for the City to verify the guidance system and the line and
40 grade of the carrier pipe on a daily basis.
41 6) The Contractor remains fully responsible for the accuracy of the work and
42 the correction of it, as required.
43 7) Monitor line and grade continuously during construction.
44 8) Record deviation with respect to design line and grade once at each pipe
45 joint and submit daily records to City.
46 9) If the installation does not meet the specified tolerances,immediately notify
47 the City and correct the installation in accordance with the Contract
48 Documents.
49 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
017123-4
CONSTRUCTION STAKING AND SURVEY
Page 4 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 APPLICATION
9 3.5 REPAIR/RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION[NOT USED]
11 3.7 FIELD [OR] SITE QUALITY CONTROL
12 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
13 City in accordance with this Specification.
14 B. Do not change or relocate stakes or control data without approval from the City.
15 3.8 SYSTEM STARTUP[NOT USED]
16 3.9 ADJUSTING[NOT USED]
17 3.10 CLEANING[NOT USED]
18 3.11 CLOSEOUT ACTIVITIES [NOT USED]
19 3.12 PROTECTION[NOT USED]
20 3.13 MAINTENANCE [NOT USED]
21 3.14 ATTACHMENTS [NOT USED]
22 END OF SECTION
23
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D.Johnson
24
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
017423-1
CLEANING
Page I 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 HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
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
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.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017423-3
CLEANING
Page 3 of 4
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance.
19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transported by flowing water during the storm.
21 C. Interior Final Cleaning
22 1. Remove grease,mastic, adhesives, dust,dirt, stains,fingerprints,labels and other
23 foreign materials from sight-exposed surfaces.
24 2. Wipe all lighting fixture reflectors,lenses, lamps and trims clean.
25 3. Wash and shine glazing and mirrors.
26 4. Polish glossy surfaces to a clear shine.
27 5. Ventilating systems
28 a. Clean permanent filters and replace disposable filters if units were operated
29 during construction.
30 b. Clean ducts,blowers and coils if units were operated without filters during
31 construction.
32 6. Replace all burned out lamps.
33 7. Broom clean process area floors.
34 8. Mop office and control room floors.
35 D. Exterior(Site or Right of Way)Final Cleaning
36 1. Remove trash and debris containers from site.
37 a. Re-seed areas disturbed by location of trash and debris containers in accordance
38 with Section 32 92 13.
39 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object
40 that may hinder or disrupt the flow of traffic along the roadway.
41 3. Clean any interior areas including,but not limited to,vaults,manholes, structures,
42 junction boxes and inlets.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017423-4
CLEANING
Page 4 of 4
1 4. If no longer required for maintenance of erosion facilities, and upon approval by
2 City,remove erosion control from site.
3 5. Clean signs,lights, signals,etc.
4 3.11 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
7 3.14 ATTACHMENTS [NOT USED]
8 END OF SECTION
9
Revision Log
DATE NAME SUMMARY OF CHANGE
10
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017719-1
CLOSEOUT REQUIREMENTS
Page 1 of 3
1 SECTION 017719
2 CLOSEOUT REQUIREMENTS
3 PART1 - 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 HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
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
39 D. Notice of Project Completion
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017719-3
CLOSEOUT REQUIREMENTS
Page 3 of 3
1 1. Once the City Project Representative finds the Work subsequent to Final Inspection
2 to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet).
3 E. Supporting Documentation
4 1. Coordinate with the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of Surety to Final Payment
10 e. Pipe Report(if required)
11 f. Contractor's Evaluation of City
12 g. Performance Evaluation of Contractor
13 F. Letter of Final Acceptance
14 1. Upon review and acceptance of Notice of Project Completion and Supporting
15 Documentation,in accordance with General Conditions,City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR/RESTORATION[NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD [OR] SITE 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
29
CITY OF FORT WORTH HMAC STREET REHABILrrAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017839-1
PROJECT RECORD DOCUMENTS
Page 1 of 4
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
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.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017839-2
PROJECT RECORD DOCUMENTS
Page 2 of 4
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work,both concealed and
4 visible,to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement,investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data,use means necessary to again secure the data
12 to the City's approval.
13 a. In such case,provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2- PRODUCTS
18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City,at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
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 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS -JOB SET".
CITY OF FORT WORTH HMAC STREET REHABILTTATTON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017839-3
PROJECT RECORD DOCUMENTS
Page 3 of 4
1 2. Preservation
2 a. Considering the Contract completion time,the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed,devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City,until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum,in accordance with the intervals set forth in Section 01 71 23,
11 clearly mark any deviations from Contract Documents associated with
12 installation of the infrastructure.
13 4. Making entries on Drawings
14 a. Record any deviations from Contract Documents.
15 b. Use an erasable colored pencil(not ink or indelible pencil),clearly describe the
16 change by graphic line and note as required.
17 c. Date all entries.
18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected.
19 e. In the event of overlapping changes,use different colors for the overlapping
20 changes.
21 5. Conversion of schematic layouts
22 a. In some cases on the Drawings, arrangements of conduits, circuits,piping,
23 ducts, and similar items, are shown schematically and are not intended to
24 portray precise physical layout.
25 1) Final physical arrangement is determined by the Contractor, subject to the
26 City's approval.
27 2) However, design of future modifications of the facility may require
28 accurate information as to the final physical layout of items which are
29 shown only schematically on the Drawings.
30 b. Show on the job set of Record Drawings,by dimension accurate to within 1
31 inch,the centerline of each run of items.
32 1) Final physical arrangement is determined by the Contractor, subject to the
33 City's approval.
34 2) Show,by symbol or note,the vertical location of the Item("under slab", "in
35 ceiling plenum", "exposed", and the like).
36 3) Make all identification sufficiently descriptive that it may be related
37 reliably to the Specifications.
38 c. The City may waive the requirements for conversion of schematic layouts
39 where,in the City's judgment,conversion serves no useful purpose. However,
40 do not rely upon waivers being issued except as specifically issued in writing
41 by the City.
42 B. Final Project Record Documents
43 1. Transfer of data to Drawings
44 a. Carefully transfer change data shown on the job set of Record Drawings to the
45 corresponding final documents,coordinating the changes as required.
46 b. Clearly indicate at each affected detail and other Drawing a full description of
47 changes made during construction,and the actual location of items.
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
017839-4
PROJECT RECORD DOCUMENTS
Page 4 of 4
1 c. Call attention to each entry by drawing a"cloud" around the area or areas
2 affected.
3 d. Make changes neatly, consistently and with the proper media to assure
4 longevity and clear reproduction.
5 2. Transfer of data to other Documents
6 a. If the Documents, other than Drawings,have been kept clean during progress of
7 the Work,and if entries thereon have been orderly to the approval of the City,
8 the job set of those Documents, other than Drawings, will be accepted as final
9 Record Documents.
10 b. If any such Document is not so approved by the City, secure a new copy of that
11 Document from the City at the City's usual charge for reproduction and
12 handling, and carefully transfer the change data to the new copy to the approval
13 of the City.
14 3.5 REPAIR/RESTORATION [NOT USED]
15 3.6 RE-INSTALLATION[NOT USED]
16 3.7 FIELD [OR]SITE QUALITY CONTROL[NOT USED]
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[NOT USED]
22 3.13 MAINTENANCE [NOT USED]
23 3.14 ATTACHMENTS [NOT USED]
24 END OF SECTION
25
Revision Log
DATE NAME SUMMARY OF CHANGE
26
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
0241 15-1
PAVING REMOVAL
Page 1 of 6
1 SECTION 02 4115
2 PAVING REMOVAL
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Removing concrete paving, asphalt paving and brick paving
7 2. Removing concrete curb and gutter
8 3. Removing concrete valley gutter
9 4. Milling roadway paving
10 5. Pulverization of existing pavement
11 6. Disposal of removed materials
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 3. Section 32 11 33 -Cement Treated Base Courses
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Measurement
21 a. Remove Concrete Paving: measure by the square yard from back-to-back of
22 curbs.
23 b. Remove Asphalt Paving: measure by the square yard between the lips of
24 gutters.
25 c. Remove Brick Paving: measure by the square yard.
26 d. Remove Concrete Curb and Gutter: measure by the linear foot.
27 e. Remove Concrete Valley Gutter: measure by the square yard
28 f. Wedge Milling: measure by the square yard for varying thickness.
29 g. Surface Milling: measure by the square yard for varying thickness.
30 h. Butt Milling: measured by the linear foot.
31 i. Pavement Pulverization: measure by the square yard.
32 j. Remove Speed Cushion: measure by each.
33 2. Payment
34 a. Remove Concrete Paving: full compensation for saw cutting,removal,hauling,
35 disposal,tools,equipment,labor and incidentals needed to execute work. For
36 utility projects,this Item shall be considered subsidiary to the trench and no
37 other compensation will be allowed.
38 b. Remove Asphalt Paving: full compensation for saw cutting,removal,hauling,
39 disposal,tools,equipment,labor and incidentals needed to execute work.For
40 utility projects,this Item shall be considered subsidiary to the trench and no
41 other compensation will be allowed.
CITY OF FORT WORTH HMAC STREET REAHBILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised February 2,2016
0241 15-2
PAVING REMOVAL
Page 2 of 6
1 c. Remove Brick Paving: full compensation for saw cutting,removal,salvaging,
2 cleaning,hauling,disposal,tools, equipment,labor and incidentals needed to
3 execute work. For utility projects,this Item shall be considered subsidiary to
4 the trench and no other compensation will be allowed.
5 d. Remove Concrete Curb and Gutter: full compensation for saw cutting,removal,
6 hauling,disposal, tools, equipment,labor and incidentals needed to execute
7 work. For utility projects,this Item shall be considered subsidiary to the trench
8 and no other compensation will be allowed.
9 e. Remove Concrete Valley Gutter: full compensation for saw cutting,removal,
10 hauling,disposal, tools, equipment,labor and incidentals needed to execute
11 work.
12 f. Wedge Milling: full compensation for all milling,hauling milled material to
13 salvage stockpile or disposal,tools,labor, equipment and incidentals necessary
14 to execute the work.
15 g. Surface Milling: full compensation for all milling,hauling milled material to
16 salvage stockpile or disposal,tools,labor,equipment and incidentals necessary
17 to execute the work.
18 h. Butt Milling: full compensation for all milling,hauling milled material to
19 salvage stockpile or disposal,tools,labor, equipment and incidentals necessary
20 to execute the work.
21 i. Pavement Pulverization: full compensation for all labor, material,equipment,
22 tools and incidentals necessary to pulverize,remove and store the pulverized
23 material,undercut the base, mixing, compaction,haul off, sweep,and dispose
24 of the undercut material.
25 j. Remove speed cushion: full compensation for removal,hauling, disposal,
26 tools, equipment,labor, and incidentals needed to execute the work. For utility
27 projects,this Item shall be considered subsidiary to the trench and no other
28 compensation will be allowed.
29 k. No payment for saw cutting of pavement or curbs and gutters will be made
30 under this section. Include cost of such work in unit prices for items listed in
31 bid form requiring saw cutting.
32 1. No payment will be made for work outside maximum payment limits indicated
33 on plans, or for pavements or structures removed for CONTRACTOR'S
34 convenience.
35 1.3 REFERENCES
36 A. ASTM International(ASTM):
37 a. D698,Standard Test Methods for Laboratory Compaction Characteristics of
38 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3))
39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
40 1.5 SUBMITTALS [NOT USED]
41 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
42 1.7 CLOSEOUT SUBMITTALS [NOT USED]
43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
44 1.9 QUALITY ASSURANCE[NOT USED]
45 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
CITY OF FORT WORTH HMAC STREET REAHBILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised February 2,2016
024115-3
PAVING REMOVAL
Page 3 of 6
1 1.11 FIELD CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2- PRODUCTS
4 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
5 2.2 EQUIPMENT [NOT USED]
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL[NOT USED]
8 PART 3 - EXECUTION
9 3.1 EXAMINATION[NOT USED]
10 3.2 INSTALLERS [NOT USED]
11 3.3 PREPARATION
12 A. General:
13 1. Mark paving removal limits for City approval prior to beginning removal.
14 2. Identify known utilities below grade-Stake and flag locations.
15 3.4 PAVEMENT REMOVAL
16 A. General.
17 1. Exercise caution to minimize damage to underground utilities.
18 2. Minimize amount of earth removed.
19 3. Remove paving to neatly sawed joints.
20 4. Use care to prevent fracturing adjacent,existing pavement.
21 B. Sawing
22 1. Sawing Equipment.
23 a. Power-driven.
24 b. Manufactured for the purpose of sawing pavement.
25 c. In good operating condition.
26 d. Shall not spall or fracture the pavement structure adjacent to the removal area.
27 2. Sawcut perpendicular to the surface to full pavement depth,parallel and
28 perpendicular to existing joint.
29 3. Sawcut parallel to the original sawcut in square or rectangular fashion.
30 4. If a sawcut falls within 5 feet of an en existing dummy joint,construction joint, saw
31 joint,cold joint,expansion joint,edge of paving or gutter lip,remove paving to that
32 joint, edge or lip.
33 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
34 neat, straight line for the purpose of removing the damaged area.
35 C. Remove Concrete Paving and Concrete Valley Gutter
36 1. Sawcut: See 3A.B.
37 2. Remove concrete to the nearest expansion joint or vertical saw cut.
CITY OF FORT WORTH HMAC STREET REAHBILTTATION(2016-7)
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PAVING REMOVAL
Page 4 of 6
1 D. Remove Concrete Curb and Gutter
2 1. Sawcut: See 3.4.13.
3 2. Minimum limits of removal: 30 inches in length.
4 E. Remove Asphalt Paving
5 1. Sawcut: See 3.4.13.
6 2. Remove pavement without disturbing the base material.
7 3. When shown on the plans or as directed, stockpile materials designated as
8 salvageable at designated sites.
9 4. Prepare stockpile area by removing vegetation and trash and by providing for
10 proper drainage.
11 F. Milling
12 1. General
13 a. Mill surfaces to the depth shown in the plans or as directed.
14 b. Do not damage or disfigure adjacent work or existing surface improvements.
15 c. If milling exposes smooth underlying pavement surfaces,mill the smooth
16 surface to make rough.
17 d. Provide safe temporary transition where vehicles or pedestrians must pass over
18 the milled edges.
19 e. Remove excess material and clean milled surfaces.
20 f. Stockpiling of planed material will not be permitted within the right of way
21 unless approved by the City.
22 g. If the existing base is brick and cannot be milled,remove a 5 foot width of the
23 existing brick base. See 3.3.G. for brick paving removal.
24 2. Milling Equipment
25 a. Power operated milling machine capable of removing, in one pass or two
26 passes,the necessary pavement thickness in a five-foot minimum width.
27 b. Self-propelled with sufficient power,traction and stability to maintain accurate
28 depth of cut and slope.
29 c. Equipped with an integral loading and reclaiming means to immediately
30 remove material cut from the surface of the roadway and discharge the cuttings
31 into a truck,all in one operation.
32 d. Equipped with means to control dust created by the cutting action.
33 e. Equipped with a manual system providing for uniformly varying the depth of
34 cut while the machine is in motion making it possible to cut flush to all inlets,
35 manholes, or other obstructions within the paved area.
36 f. Variable Speed in order to leave the specified grid pattern.
37 g. Equipped to minimize air pollution.
38 3. Wedge Milling and Surface Milling
39 a. Wedge Mill existing asphalt,concrete or brick pavement from the lip of gutter
40 at a depth of 2 inches and transitioning to match the existing pavement(0-inch
41 cut) at a minimum width of 5 feet.
42 b. Surface Mill existing asphalt pavement to the depth specified,
43 c. Provide a milled surface that provides a uniform surface free from gouges,
44 ridges, oil film, and other imperfections of workmanship with a uniform
45 textured appearance.
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1 d. In all situations where the existing H.M.A.C. surface contacts the curb face,the
2 wedge milling includes the removal of the existing asphalt covering the gutter
3 up to and along the face of curb.
4 e. Perform wedge or surface milling operation in a continuous manner along both
5 sides of the street or as directed.
6 4. Butt Joint Milling
7 a. Mill butt joints into the existing surface,in association with the wedge milling
8 operation.
9 b. Butt joint will provide a full width transition section and a constant depth at the
10 point where the new overlay is terminated.
11 c. Typical locations for butt joints are at all beginning and ending points of streets
12 where paving material is removed. Prior to the milling of the butt joints,
13 consult with the City for proper location and limits of these joints.
14 d. Butt Milled joints are required on both sides of all railroad tracks and concrete
15 valley gutters,bridge decks and culverts and all other items which transverse
16 the street and end the continuity of the asphalt surface.
17 e. Make each butt joint 20 feet long and milled out across the full width of the
18 street section to a tapered depth of 2 inch.
19 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a
20 line adjacent to the beginning and ending points or intermediate transverse
21 items.
22 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
23 over the bump.
24 G. Remove Brick Paving
25 1. Remove masonry paving units to the limits specified in the plans or as directed by
26 the City.
27 2. Salvage existing bricks for re-use, clean,palletize, and deliver to the City Stock pile
28 yard at 3300 Yuma Street or as directed.
29 H. Pavement Pulverization
30 1. Pulverization
31 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 1133.
32 b. Temporarily remove and store the 8-inch deep pulverized material,then cut the
33 base 2 inches.
34 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface.
35 2. Cement Application
36 a. Use 3.5%Portland cement.
37 b. See Section 32 1133.
38 3. Mixing: see Section 32 1133.
39 4. Compaction: see Section 32 1133.
40 5. Finishing: see Section 32 1133.
41 6. Curing: see Section 32 1133.
42 7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed
43 stone/gravel:
44 a. Undercut not required
45 b. Pulverize 10 inches deep.
46 c. Remove 2-inch the total pulverized amount.
CITY OF FORT WORTH HMAC STREET REAHBILITATION(2016-7)
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Page 6 of 6
1 I. Remove speed cushion
2 1. Scrape or sawcut speed cushion from existing pavement without damaging existing
3 pavement.
4 3.5 REPAIR[NOT USED]
5 3.6 RE-INSTALLATION [NOT USED]
6 3.7 FIELD QUALITY CONTROL[NOT USED]
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 [NOT USED]
13 3.14 ATTACHMENTS [NOT USED]
14 END OF SECTION
15
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.2.A—modified payment requirements on utility projects
2/2/2016 F.Griffin 1.2.A.2.b.—Removed duplicate last sentence.
16
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CAST-IN-PLACE CONCRETE
Page 1 of 25
1 SECTION 03 30 00
2 CAST-IN-PLACE CONCRETE
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Cast-in place concrete, including formwork,reinforcement, concrete materials,
7 mixture design,placement procedures and finishes, for the following:
8 a. Piers
9 b. Footings
10 c. Slabs-on-grade
11 d. Foundation walls
12 e. Retaining walls(non TxDOT)
13 f. Suspended slabs
14 g. Blocking
15 h. Cast-in-place manholes
16 i. Concrete vaults for meters and valves
17 j. Concrete encasement of utility lines
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. None.
20 C. Related Specification Sections include,but are not necessarily limited to:
21 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 —General Requirements
23 1.2 PRICE AND PAYMENT PROCEDURES
24 A. Cast-in-Place Concrete
25 1. Measurement
26 a. This Item is considered subsidiary to the structure or Items being placed.
27 2. Payment
28 a. The work performed and the materials furnished in accordance with this Item
29 are subsidiary to the structure or Items being placed and no other compensation
30 will be allowed.
31 1.3 REFERENCES
32 A. Definitions
33 1. Cementitious Materials
34 a. Portland cement alone or in combination with 1 or more of the following:
35 1) Blended hydraulic cement
36 2) Fly ash
37 3) Other pozzolans
38 4) Ground granulated blast-furnace slag
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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Revised December 20,2012
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CAST-IN-PLACE CONCRETE
Page 2 of 25
1 5) Silica fume
2 b. Subject to compliance with the requirements of this specification
3 B. Reference Standards
4 1. Reference standards cited in this Specification refer to the current reference
5 standard published at the time of the latest revision date logged at the end of this
6 Specification,unless a date is specifically cited.
7 2. American Association of State Highway and Transportation(AASHTO):
8 a. M182,Burlap Cloth Made from Jute or Kenaf.
9 3. American Concrete Institute(ACI):
10 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials
11 b. ACI 301 Specifications for Structural Concrete
12 c. ACI 305.1 Specification for Hot Weather Concreting
13 d. ACI 306.1 Standard Specification for Cold Weather Concreting
14 e. ACI 308.1 Standard Specification for Curing Concrete
15 f. ACI 318 Building Code Requirements for Structural Concrete
16 g. ACI 347 Guide to Formwork for Concrete
17 4. American Institute of Steel Construction(AISC):
18 a. 303,Code of Standard Practice for Steel Buildings and Bridges.
19 5. ASTM International(ASTM):
20 a. A36,Standard Specification for Carbon Structural Steel.
21 b. A153,Standard Specification for Zinc Coating(Hot-Dip) on Iron and Steel
22 Hardware.
23 c. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting
24 Materials for High-Temperature Service and Other Special Purpose
25 Applications.
26 d. A615,Standard Specification for Deformed and Plain Carbon-Steel Bars for
27 Concrete Reinforcement.
28 e. A706, Standard Specification for Low-Alloy Steel Deformed and Plain Bars for
29 Concrete Reinforcement.
30 f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the
31 Field.
32 g. C33, Standard Specification for Concrete Aggregates.
33 h. C39,Standard Test Method for Compressive Strength of Cylindrical Concrete
34 Specimens.
35 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed
36 Beams of Concrete.
37 j. C94,Standard Specification for Ready-Mixed Concrete.
38 k. C109, Standard Test Method for Compressive Strength of Hydraulic Cement
39 Mortars (Using 2-inch or {50-milimeter] Cube Specimens)
40 1. C143, Standard Test Method for Slump of Hydraulic-Cement Concrete.
41 m. C171,Standard Specification for Sheet Materials for Curing Concrete.
42 n. C150,Standard Specification for Portland Cement.
43 o. C172,Standard Practice for Sampling Freshly Mixed Concrete.
44 p. C219, Standard Terminology Relating to Hydraulic Cement.
45 q. C231,Standard Test Method for Air Content of Freshly Mixed Concrete by the
46 Pressure Method.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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Revised December 20,2012
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CAST-IN-PLACE CONCRETE
Page 3 of 25
1 r. C260, Standard Specification for Air-Entraining Admixtures for Concrete.
2 s. C309,Standard Specification for Liquid Membrane-Forming Compounds for
3 Curing Concrete.
4 t. C494,Standard Specification for Chemical Admixtures for Concrete.
5 u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural
6 Pozzolan for Use in Concrete.
7 v. C881,Standard Specification for Epoxy-Resin-Base Bonding Systems for
8 Concrete.
9 w. C989,Standard Specification for Ground Granulated Blast-Furnace Slag for
10 Use in Concrete and Mortars.
11 x. C1017,Standard Specification for Chemical Admixtures for Use in Producing
12 Flowing Concrete.
13 y. C1059, Standard Specification for Latex Agents for Bonding Fresh to Hardened
14 Concrete.
15 z. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic-
16 Cement Concrete.
17 aa. C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures.
18 bb. E1155,Standard Test Method for Determining FF Floor Flatness and FL Floor
19 Levelness Numbers.
20 cc. F436, Standard Specification for Hardened Steel Washers.
21 6. American Welding Society(AWS).
22 a. D1.1,Structural Welding Code-Steel.
23 b. D1.4,Structural Welding Code-Reinforcing Steel.
24 7. Concrete Reinforcing Steel Institute(CRSI)
25 a. Manual of Standard Practice
26 8. Texas Department of Transportation
27 a. Standard Specification for Construction and Maintenance of Highways, Streets
28 and Bridges
29 1.4 ADMINISTRATIVE REQUIREMENTS
30 A. Work Included
31 1. Design,fabrication,erection and stripping of formwork for cast-in-place concrete
32 including shoring,reshoring,falsework,bracing,proprietary forming systems,
33 prefabricated forms, void forms,permanent metal forms,bulkheads,keys,
34 blockouts, sleeves,pockets and accessories.
35 a. Erection shall include installation in formwork of items furnished by other
36 trades.
37 2. Furnish all labor and materials required to fabricate,deliver and install
38 reinforcement and embedded metal assemblies for cast-in-place concrete, including
39 steel bars,welded steel wire fabric,ties, supports and sleeves.
40 3. Furnish all labor and materials required to perform the following:
41 a. Cast-in-place concrete
42 b. Concrete mix designs
43 c. Grouting
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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CAST-IN-PLACE CONCRETE
Page 4 of 25
1 1.5 SUBMITTALS
2 A. Submittals shall be in accordance with Section 0133 00.
3 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
4 specials.
5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
6 A. Product Data
7 1. Required for each type of product indicated
8 B. Design Mixtures
9 1. For each concrete mixture submit proposed mix designs in accordance with ACI
10 318,chapter 5.
11 2. Submit each proposed mix design with a record of past performance.
12 3. Submit alternate design mixtures when characteristics of materials,Project condi-
13 tions, weather,test results or other circumstances warrant adjustments.
14 4. Indicate amounts of mixing water to be withheld for later addition at Project site.
15 a. Include this quantity on delivery ticket.
16 C. Steel Reinforcement Submittals for Information
17 1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem-
18 ical analysis.
19 1.7 CLOSEOUT SUBMITTALS [NOT USED]
20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
21 1.9 QUALITY ASSURANCE
22 A. Manufacturer Qualifications
23 1. A firm experienced in manufacturing ready-mixed concrete products and that com-
24 plies with ASTM C94 requirements for production facilities and equipment
25 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed
26 Concrete Production Facilities"
27 B. Source Limitations
28 1. Obtain each type or class of cementitious material of the same brand from the same
29 manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through
30 1 source from a single manufacturer.
31 C. ACI Publications
32 1. Comply with the following unless modified by requirements in the Contract Docu-
33 ments:
34 a. ACI 301 Sections 1 through 5
35 b. ACI 117
36 D. Concrete Testing Service
37 1. Engage a qualified independent testing agency to perform material evaluation tests.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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CAST-IN-PLACE CONCRETE
Page 5 of 25
1 1.10 DELIVERY,STORAGE,AND HANDLING
2 A. Steel Reinforcement
3 1. Deliver, store,and handle steel reinforcement to prevent bending and damage.
4 2. Avoid damaging coatings on steel reinforcement.
5 B. Waterstops
6 1. Store waterstops under cover to protect from moisture,sunlight, dirt, oil and other
7 contaminants.
8 1.11 FIELD CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
10 PART 2 - PRODUCTS
11 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED]
12 2.2 PRODUCT TYPES AND MATERIALS
13 A. Manufacturers
14 1. In other Part 2 articles where titles below introduce lists,the following requirements
15 apply to product selection:
16 a. Available Products: Subject to compliance with requirements,products that
17 may be incorporated into the Work include,but are not limited to,products
18 specified.
19 b. Available Manufacturers: Subject to compliance with requirements,
20 manufacturers offering products that may be incorporated into the Work
21 include,but are not limited to,manufacturers specified.
22 B. Form-Facing Materials
23 1. Rough-Formed Finished Concrete
24 a. Plywood,lumber, metal or another approved material
25 b. Provide lumber dressed on at least 2 edges and 1 side for tight fit.
26 2. Chamfer Strips
27 a. Wood,metal,PVC or rubber strips
28 b. 3/a-inch x 3/a-inch, minimum
29 3. Rustication Strips
30 a. Wood,metal,PVC or rubber strips
31 b. Kerfed for ease of form removal
32 4. Form-Release Agent
33 a. Commercially formulated form-release agent that will not bond with, stain or
34 adversely affect concrete surfaces
35 b. Shall not impair subsequent treatments of concrete surfaces
36 c. For steel form-facing materials,formulate with rust inhibitor.
37 5. Form Ties
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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Page 6 of 25
1 a. Factory-fabricated,removable or snap-off metal or glass-fiber-reinforced
2 plastic form ties designed to resist lateral pressure of fresh concrete on forms
3 and to prevent spalling of concrete on removal.
4 b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane
5 of exposed concrete surface.
6 c. Furnish ties that, when removed, will leave holes no larger than 1 inch in
7 diameter in concrete surface.
8 d. Furnish ties with integral water-barrier plates to walls indicated to receive
9 dampproofing or waterproofing.
10 C. Steel Reinforcement
I 1 1. Reinforcing Bars
12 a. ASTM A615, Grade 60,deformed
13 D. Reinforcement Accessories
14 1. Smooth Dowel Bars
15 a. ASTM A615, Grade 60, steel bars(smooth)
16 b. Cut bars true to length with ends square and free of burrs.
17 2. Bar Supports
18 a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening
19 reinforcing bars and welded wire reinforcement in place
20 b. Manufacture bar supports from steel wire,plastic or precast concrete according
21 to CRSI's "Manual of Standard Practice," of greater compressive strength than
22 concrete and as follows:
23 1) For concrete surfaces exposed to view where legs of wire bar supports
24 contact forms,use CRSI Class 1 plastic-protected steel wire or CRSI
25 Class 2 stainless-steel bar supports.
26 2) For slabs-on-grade,provide sand plates,horizontal runners or precast
27 concrete blocks on bottom where base material will not support chair legs
28 or where vapor barrier has been specified.
29 E. Embedded Metal Assemblies
30 1. Steel Shapes and Plates: ASTM A36
31 2. Headed Studs: Heads welded by full-fusion process,as furnished by TRW Nelson
32 Stud Welding Division or approved equal
33 F. Expansion Anchors
34 1. Available Products
35 a. Wej-it Bolt,Wej-it Corporation,Tulsa, Oklahoma
36 b. Kwik Bolt H,Hilti Fastening Systems,Tulsa, Oklahoma
37 c. Trubolt,Ramset Fastening Systems,Paris, Kentucky
38 G. Adhesive Anchors and Dowels
39 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system
40 into hardened concrete or grout-filled masonry.
41 a. The adhesive system shall use a 2-component adhesive mix and shall be
42 injected with a static mixing nozzle following manufacturer's instructions.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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CAST-IN-PLACE CONCRETE
Page 7 of 25
1 b. The embedment depth of the rod shall provide a minimum allowable bond
2 strength that is equal to the allowable yield capacity of the rod,unless otherwise
3 specified.
4 2. Available Products
5 a. Hilti HIT HY 150 Max
6 b. Simpson Acrylic-Tie
7 c. Powers Fasteners AC 100+Gold
8 3. Threaded Rods: ASTM A193
9 a. Nuts: ASTM A563 hex carbon steel
10 b. Washers: ASTM F436 hardened carbon steel
11 c. Finish: Hot-dip zinc coating,ASTM A153, Class C
12 H. Inserts
13 1. Provide metal inserts required for anchorage of materials or equipment to concrete
14 construction where not supplied by other trades:
15 a. In vertical concrete surfaces for transfer of direct shear loads only,provide
16 adjustable wedge inserts of malleable cast iron complete with bolts,nuts and
17 washers.
18 1) Provide3/4-inch bolt size,unless otherwise indicated.
19 b. In horizontal concrete surfaces and whenever inserts are subject to tension
20 forces,provide threaded inserts of malleable cast iron furnished with full depth
21 bolts.
22 1) Provide3/4-inch bolt size,unless otherwise indicated.
23 I. Concrete Materials
24 1. Cementitious Material
25 a. Use the following cementitious materials,of the same type,brand, and source,
26 throughout Project:
27 1) Portland Cement
28 a) ASTM C150,Type I/II, gray
29 b) Supplement with the following:
30 (1) Fly Ash
31 (a) ASTM C618,Class C or F
32 (2) Ground Granulated Blast-Furnace Slag
33 (a) ASTM C989, Grade 100 or 120.
34 2) Silica Fume
35 a) ASTM C1240, amorphous silica
36 3) Normal-Weight Aggregates
37 a) ASTM C33,Class 3S coarse aggregate or better, graded
38 b) Provide aggregates from a single source.
39 4) Maximum Coarse-Aggregate Size
40 a) 3/4-inch nominal
41 5) Fine Aggregate
42 a) Free of materials with deleterious reactivity to alkali in cement
43 6) Water
44 a) ASTM C94 and potable
45 J. Admixtures
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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Page 8 of 25
1 1. Air-Entraining Admixture
2 a. ASTM C260
3 2. Chemical Admixtures
4 a. Provide admixtures certified by manufacturer to be compatible with other ad-
5 mixtures and that will not contribute water-soluble chloride ions exceeding
6 those permitted in hardened concrete.
7 b. Do not use calcium chloride or admixtures containing calcium chloride.
8 c. Water-Reducing Admixture
9 1) ASTM C494,Type A
10 d. Retarding Admixture
11 1) ASTM C494,Type B
12 e. Water-Reducing and Retarding Admixture
13 1) ASTM C494,Type D
14 f. High-Range,Water-Reducing Admixture
15 1) ASTM C494,Type F
16 g. High-Range,Water-Reducing and Retarding Admixture
17 1) ASTM C494,Type G
18 h. Plasticizing and Retarding Admixture
19 1) ASTM C1017,Type 11
20 K. Waterstops
21 1. Self-Expanding Butyl Strip Waterstops
22 a. Manufactured rectangular or trapezoidal strip,butyl rubber with sodium
23 bentonite or other hydrophilic polymers,for adhesive bonding to concrete, 3/4-
24 inch x 1-inch.
25 b. Available Products
26 1) Colloid Environmental Technologies Company;Volclay Waterstop-RX
27 2) Concrete Sealants Inc.; Conseal CS-231
28 3) Greenstreak; Swellstop
29 4) Henry Company, Sealants Division; Hydro-Flex
30 5) JP Specialties,Inc.;Earthshield Type 20
31 6) Progress Unlimited,Inc.; Superstop
32 7) TCMiraDRI;Mirastop
33 L. Curing Materials
34 1. Absorptive Cover
35 a. AASHTO M 182,Class 2,burlap cloth made from jute or kenaf,weighing
36 approximately 9 ounces/square yard when dry
37 2. Moisture-Retaining Cover
38 a. ASTM C171,polyethylene film or white burlap-polyethylene sheet
39 3. Water
40 a. Potable
41 4. Clear,Waterborne,Membrane-Forming Curing Compound
42 a. ASTM C309,Type 1,Class B, dissipating
43 b. Available Products
44 1) Anti-Hydro International,Inc.;AH Curing Compound#2 DR WB
45 2) Burke by Edoco;Aqua Resin Cure
46 3) ChemMasters; Safe-Cure Clear
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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CAST-IN-PLACE CONCRETE
Page 9 of 25
1 4) Conspec Marketing&Manufacturing Co., Inc., a Dayton Superior
2 Company;W.B. Resin Cure
3 5) Dayton Superior Corporation; Day Chem Rez Cure(J-11-W)
4 6) Euclid Chemical Company(The); Kurez DR VOX
5 7) Kaufman Products,Inc.;Thinfilm 420
6 8) Lambert Corporation; Aqua Kure-Clear
7 9) L&M Construction Chemicals,Inc.;L&M Cure R
8 10) Meadows,W. R.,Inc.; 1100 Clear
9 11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E
10 12) Symons Corporation,a Dayton Superior Company;Resi-Chem Clear Cure
11 13) Tamms Industries,Inc.;Horncure WB 30
12 14) Unitex;Hydro Cure 309
13 15) US Mix Products Company;US Spec Maxcure Resin Clear
14 16) Vexcon Chemicals,Inc.; Certi-Vex Enviocure 100
15 M. Related Materials
16 1. Bonding Agent
17 a. ASTM C1059,Type II,non-redispersible,acrylic emulsion or styrene
18 butadiene
19 2. Epoxy Bonding Adhesive
20 a. ASTM C881, 2-component epoxy resin,capable of humid curing and bonding
21 to damp surfaces,of class suitable for application temperature and of grade to
22 suit requirements, and as follows:
23 1) Types I and II,non-load bearing
24 2) IV and V,load bearing,for bonding
25 3) Hardened or freshly mixed concrete to hardened concrete
26 3. Reglets
27 a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet
28 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete
29 or debris.
30 4. Sleeves and Blockouts
31 a. Formed with galvanized metal, galvanized pipe,polyvinyl chloride pipe,fiber
32 tubes or wood
33 5. Nails, Spikes,Lag Bolts,Through Bolts,Anchorages
34 a. Sized as required
35 b. Shall be of strength and character to maintain formwork in place while placing
36 concrete
37 N. Repair Materials
38 1. Repair Underlayment
39 a. Cement-based,polymer-modified, self-leveling product that can be applied in
40 thicknesses of 1/8 inch or greater
41 1) Do not feather.
42 b. Cement Binder
43 1) ASTM C150,portland cement or hydraulic or blended hydraulic cement as
44 defined in ASTM C219
45 c. Primer
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1 1) Product of underlayment manufacturer recommended for substrate, condi-
2 tions,and application
3 d. Aggregate
4 1) Well-graded,washed gravel, 1/8 to 1/4 inch or coarse sand as
5 recommended by underlayment manufacturer
6 e. Compressive Strength
7 1) Not less than 4100 psi at 28 days when tested according to
8 ASTM C 109/C 109M
9 2. Repair Overlayment
10 a. Cement-based,polymer-modified, self-leveling product that can be applied in
11 thicknesses of 1/8 inch or greater
12 1) Do not feather.
13 b. Cement Binder
14 1) ASTM C150,portland cement or hydraulic or blended hydraulic cement as
15 defined in ASTM C219
16 c. Primer
17 1) Product of topping manufacturer recommended for substrate, conditions,
18 and application
19 d. Aggregate
20 1) Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommend-
21 ed by topping manufacturer
22 e. Compressive Strength
23 1) Not less than 5000 psi at 28 days when tested according to ASTM C109
24 O. Concrete Mixtures, General
25 1. Prepare design mixtures for each type and strength of concrete,proportioned on the
26 basis of laboratory trial mixture or field test data, or both, according to ACI 301.
27 a. Required average strength above specified strength
28 1) Based on a record of past performance
29 a) Determination of required average strength above specified strength
30 shall be based on the standard deviation record of the results of at least
31 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3
32 by the larger amount defined by formulas 5-1 and 5-2.
33 2) Based on laboratory trial mixtures
34 a) Proportions shall be selected on the basis of laboratory trial batches
35 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an
36 average strength greater than the specified strength fc by the amount
37 defined in table 5.3.2.2.
38 3) Proportions of ingredients for concrete mixes shall be determined by an in-
39 dependent testing laboratory or qualified concrete supplier.
40 4) For each proposed mixture, at least 3 compressive test cylinders shall be
41 made and tested for strength at the specified age.
42 a) Additional cylinders may be made for testing for information at earlier
43 ages.
44 2. Cementitious Materials
45 a. Limit percentage,by weight,of cementitious materials other than portland ce-
46 ment in concrete as follows,unless specified otherwise:
47 1) Fly Ash: 25 percent
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1 2) Combined Fly Ash and Pozzolan: 25 percent
2 3) Ground Granulated Blast-Furnace Slag: 50 percent
3 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast-Furnace
4 Slag: 50 percent
5 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per-
6 cent
7 6) Silica Fume: 10 percent
8 7) Combined Fly Ash,Pozzolans, and Silica Fume: 35 percent with fly ash or
9 pozzolans not exceeding 25 percent and silica fume not exceeding 10 per-
10 cent
11 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast-Furnace Slag,
12 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25
13 percent and silica fume not exceeding 10 percent
14 3. Limit water-soluble,chloride-ion content in hardened concrete to:
15 a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides
16 (typical)
17 b. 0.15 percent by weight if concrete will be exposed to chlorides
18 c. 1.0 percent by weight if concrete will have no exposure to chlorides and will be
19 continually dry and protected.
20 4. Admixtures
21 a. Use admixtures according to manufacturer's written instructions.
22 b. Do not use admixtures which have not been incorporated and tested in accepted
23 mixes.
24 c. Use water-reducing high-range water-reducing or plasticizing admixture in
25 concrete, as required,for placement and workability.
26 d. Use water-reducing and retarding admixture when required by high
27 temperatures,low humidity or other adverse placement conditions.
28 e. Use water-reducing admixture in pumped concrete,concrete for heavy-use
29 industrial slabs and parking structure slabs,concrete required to be watertight,
30 and concrete with a water-cementitious materials ratio below 0.50.
31 f. Use corrosion-inhibiting admixture in concrete mixtures where indicated.
32 P. Concrete Mixtures
33 1. Refer to TxDOT"Standard Specifications for Construction and Maintenance of
34 Highways, Streets,and Bridges"for:
35 a. Culverts
36 b. Headwalls
37 c. Wingwalls
38 2. Proportion normal-weight concrete mixture as follows:
39 a. Minimum Compressive Strength: 3,000 psi at 28 days
40 b. Maximum Water-Cementitious Materials Ratio: 0.50
41 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4
42 inches before adding high-range water-reducing admixture or plasticizing
43 admixture,plus or minus 1 inch
44 d. Air Content: 6 percent,plus or minus 1.5 percent at point of delivery for 3/4-
45 inch nominal maximum aggregate size
46 Q. Fabricating Reinforcement
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1 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
2 R. Fabrication of Embedded Metal Assemblies
3 1. Fabricate metal assemblies in the shop. Holes shall be made by drilling or
4 punching.Holes shall not be made by or enlarged by burning.Welding shall be in
5 accordance with AWS D 1.1.
6 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized.
7 All other metal assemblies shall be either hot dip galvanized or painted with an
8 epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound
9 installed in accordance with the manufacturer's instructions. Repair painted
10 assemblies after welding with same type of paint.
11 S. Concrete Mixing
12 1. Ready-Mixed Concrete: Measure,batch, mix, and deliver concrete according to
13 ASTM C94, and furnish batch ticket information.
14 a. When air temperature is between 85 and 90 degrees Fahrenheit,reduce mixing
15 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is
16 above 90 degrees Fahrenheit,reduce mixing and delivery time to 60 minutes.
17 2. Project-Site Mixing: Measure,batch,and mix concrete materials and concrete
18 according to ASTM C94/C94M. Mix concrete materials in appropriate drum-type
19 batch machine mixer.
20 a. For mixer capacity of 1 cubic yard or smaller,continue mixing at least 1-1/2
21 minutes,but not more than 5 minutes after ingredients are in mixer,before any
22 part of batch is released.
23 b. For mixer capacity larger than 1 cubic yard,increase mixing time by 15
24 seconds for each additional 1 cubic yard.
25 c. Provide batch ticket for each batch discharged and used in the Work,indicating
26 Project identification name and number, date, mixture type, mixture time,
27 quantity,and amount of water added. Record approximate location of final
28 deposit in structure.
29 2.3 ACCESSORIES [NOT USED]
30 2.4 SOURCE QUALITY CONTROL[NOT USED]
31 PART 3- EXECUTION
32 3.1 INSTALLERS [NOT USED]
33 3.2 EXAMINATION[NOT USED]
34 3.3 PREPARATION[NOT USED]
35 3.4 INSTALLATION
36 A. Formwork
37 1. Design, erect, shore,brace, and maintain formwork, according to ACI 301,to
38 support vertical,lateral, static, and dynamic loads, and construction loads that might
39 be applied,until structure can support such loads.
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1 2. Construct formwork so concrete members and structures are of size, shape,
2 alignment,elevation, and position indicated, within tolerance limits of ACI 117.
3 a. Vertical alignment
4 1) Lines, surfaces and arises less than 100 feet in height- 1 inch.
5 2) Outside corner of exposed corner columns and control joints in concrete
6 exposed to view less than 100 feet in height- 1/2 inch.
7 3) Lines, surfaces and arises greater than 100 feet in height- 1/1000 times the
8 height but not more than 6 inches.
9 4) Outside corner of exposed corner columns and control joints in concrete
10 exposed to view greater than 100 feet in height- 1/2000 times the height
11 but not more than 3 inches.
12 b. Lateral alignment
13 1) Members - 1 inch.
14 2) Centerline of openings 12 inches or smaller and edge location of larger
15 openings in slabs- 1/2 inch.
16 3) Sawcuts,joints, and weakened plane embedments in slabs -3/4 inch.
17 c. Level alignment
18 1) Elevation of slabs-on-grade-3/4 inch.
19 2) Elevation of top surfaces of formed slabs before removal of shores -3/4
20 inch.
21 3) Elevation of formed surfaces before removal of shores - 3/4 inch.
22 d. Cross-sectional dimensions: Overall dimensions of beams,joists, and columns
23 and thickness of walls and slabs.
24 1) 12 inch dimension or less -plus 1/2 inch to minus 1/4 inch.
25 2) Greater than 12 inch to 3 foot dimension-plus 1/2 inch to minus 3/8 inch.
26 3) Greater than 3 foot dimension-plus 1 inch to minus 3/4 inch.
27 e. Relative alignment
28 1) Stairs
29 a) Difference in height between adjacent risers - 1/8 inch.
30 b) Difference in width between adjacent treads - 1/4 inch.
31 c) Maximum difference in height between risers in a flight of stairs - 3/8
32 inch.
33 d) Maximum difference in width between treads in a flight of stairs - 3/8
34 inch.
35 2) Grooves
36 a) Specified width 2 inches or less- 1/8 inch.
37 b) Specified width between 2 inches and 12 inches- 1/4 inch.
38 3) Vertical alignment of outside corner of exposed corner columns and control
39 joint grooves in concrete exposed to view- 1/4 inch in 10 feet.
40 4) All other conditions-3/8 inch in 10 feet.
41 3. Limit concrete surface irregularities,designated by ACI 347R as abrupt or gradual,
42 as follows:
43 a. Class B, 1/4 inch for smooth-formed finished surfaces.
44 b. Class C, 1/2 inch for rough-formed finished surfaces.
45 4. Construct forms tight enough to prevent loss of concrete mortar.
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1 5. Fabricate forms for easy removal without hammering or prying against concrete
2 surfaces. Provide crush or wrecking plates where stripping may damage cast
3 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5
4 horizontal to 1 vertical.
5 a. Install keyways, reglets,recesses, and the like,for easy removal.
6 b. Do not use rust-stained steel form-facing material.
7 6. Set edge forms,bulkheads,and intermediate screed strips for slabs to achieve
8 required elevations and slopes in finished concrete surfaces. Provide and secure
9 units to support screed strips;use strike-off templates or compacting-type screeds.
10 7. Construct formwork to cambers shown or specified on the Drawings to allow for
11 structural deflection of the hardened concrete. Provide additional elevation or
12 camber in formwork as required for anticipated formwork deflections due to weight
13 and pressures of concrete and construction loads.
14 8. Foundation Elements: Form the sides of all below grade portions of beams,pier
15 caps, walls,and columns straight and to the lines and grades specified. Do no earth
16 form foundation elements unless specifically indicated on the Drawings.
17 9. Provide temporary openings for cleanouts and inspection ports where interior area
18 of formwork is inaccessible. Close openings with panels tightly fitted to forms and
19 securely braced to prevent loss of concrete mortar. Locate temporary openings in
20 forms at inconspicuous locations.
21 10. Chamfer exterior corners and edges of permanently exposed concrete.
22 11. Form openings,chases,offsets, sinkages,keyways,reglets,blocking, screeds, and
23 bulkheads required in the Work. Determine sizes and locations from trades
24 providing such items.
25 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood,
26 sawdust,dirt, and other debris just before placing concrete.
27 13. Retighten forms and bracing before placing concrete, as required,to prevent mortar
28 leaks and maintain proper alignment.
29 14. Coat contact surfaces of forms with form-release agent,according to manufacturer's
30 written instructions,before placing reinforcement, anchoring devices, and
31 embedded items.
32 a. Do not apply form release agent where concrete surfaces are scheduled to
33 receive subsequent finishes which may be affected by agent. Soak contact
34 surfaces of untreated forms with clean water. Keep surfaces wet prior to
35 placing concrete.
36 B. Embedded Items
37 1. Place and secure anchorage devices and other embedded items required for
38 adjoining work that is attached to or supported by cast-in-place concrete. Use
39 setting drawings,templates,diagrams,instructions,and directions furnished with
40 items to be embedded.
41 a. Install anchor rods, accurately located,to elevations required and complying
42 with tolerances in RISC 303,Section 7.5.
43 1) Spacing within a bolt group: 1/8 inch
44 2) Location of bolt group(center): 1/2 inch
45 3) Rotation of bolt group: 5 degrees
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1 4) Angle off vertical: 5 degrees
2 5) Bolt projection: ±3/8 inch
3 b. Install reglets to receive waterproofing and to receive through-wall flashings in
4 outer face of concrete frame at exterior walls,where flashing is shown at lintels,
5 shelf angles, and other conditions.
6 C. Removing and Reusing Forms
7 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design
8 compressive strength.
9 2. General: Formwork for sides of beams, walls,columns, and similar parts of the
10 Work that does not support weight of concrete may be removed after cumulatively
11 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete,if
12 concrete is hard enough to not be damaged by form-removal operations and curing
13 and protection operations are maintained.
14 a. Leave formwork for beam soffits,joists, slabs, and other structural elements
15 that supports weight of concrete in place until concrete has achieved at least 70
16 percent of its 28-day design compressive strength.
17 b. Do not remove formwork supporting conventionally reinforced concrete until
18 concrete has attained 70 percent of its specified 28 day compressive strength as
19 established by tests of field cured cylinders. In the absence of cylinder tests,
20 supporting formwork shall remain in place until the concrete has cured at a
21 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time
22 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the
23 surrounding air temperature is below 50 degrees Fahrenheit, to the minimum
24 listed time period. Formwork for 2-way conventionally reinforced slabs shall
25 remain in place for at least the minimum cumulative time periods specified for
26 1-way slabs of the same maximum span.
27 c. Immediately reshore 2-way conventionally reinforced slabs after formwork
28 removal. Reshores shall remain until the concrete has attained the specified 28
29 day compressive strength.
30 d. Minimum cumulative curing times may be reduced by the use of high-early
31 strength cement or forming systems which allow form removal without
32 disturbing shores,but only after the Contractor has demonstrated to the
33 satisfaction of the Engineer that the early removal of forms will not cause
34 excessive sag, distortion or damage to the concrete elements.
35 e. Completely remove wood forms. Provide temporary openings if required.
36 f. Provide adequate methods of curing and thermal protection of exposed concrete
37 if forms are removed prior to completion of specified curing time.
38 g. Reshore areas required to support construction loads in excess of 20 pounds per
39 square foot to properly distribute construction loading. Construction loads up
40 to the rated live load capacity may be placed on unshored construction provided
41 the concrete has attained the specified 28 day compressive strength.
42 h. Obtaining concrete compressive strength tests for the purposes of form removal
43 is the responsibility of the Contractor.
44 i. Remove forms only if shores have been arranged to permit removal of forms
45 without loosening or disturbing shores.
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1 3. Clean and repair surfaces of forms to be reused in the Work. Split,frayed,
2 delaminated, or otherwise damaged form-facing material will not be acceptable for
3 exposed surfaces. Apply new form-release agent.
4 4. When forms are reused,clean surfaces,remove fins and laitance, and tighten to
5 close joints. Align and secure joints to avoid offsets. Do not use patched forms for
6 exposed concrete surfaces unless approved by Engineer.
7 D. Shores and Reshores
8 1. The Contractor is solely responsible for proper shoring and reshoring.
9 2. Comply with ACI 318 and ACI 301 for design, installation,and removal of shoring
10 and reshoring.
I l a. Do not remove shoring or reshoring until measurement of slab tolerances is
12 complete.
13 3. Plan sequence of removal of shores and reshore to avoid damage to concrete.
14 Locate and provide adequate reshoring to support construction without excessive
15 stress or deflection.
16 E. Steel Reinforcement
17 1. General: Comply with CRSI's "Manual of Standard Practice" for placing
18 reinforcement.
19 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder
20 before placing concrete.
21 2. Clean reinforcement of loose rust and mill scale,earth,ice,and other foreign
22 materials that would reduce bond to concrete.
23 3. Accurately position, support, and secure reinforcement against displacement.
24 Locate and support reinforcement with bar supports to maintain minimum concrete
25 cover. Do not tack weld crossing reinforcing bars.
26 a. Weld reinforcing bars according to AWS DIA,where indicated. Only steel
27 conforming to ASTM A706 may be welded.
28 4. Installation tolerances
29 a. Top and bottom bars in slabs, girders,beams and joists:
30 1) Members 8 inches deep or less: ±3/8 inch
31 2) Members more than 8 inches deep: ±1/2 inch
32 b. Concrete Cover to Formed or Finished Surfaces: ±3/8 inches for members 8
33 inches deep or less; ±1/2 inches for members over 8 inches deep,except that
34 tolerance for cover shall not exceed 1/3 of the specified cover.
35 5. Concrete Cover
36 a. Reinforcing in structural elements deposited against the ground: 3 inches
37 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches
38 c. Grade beams and exterior face of formed walls and columns exposed to
39 weather or in contact with the ground: 2 inches
40 d. Interior faces of walls: 1 inches
41 e. Slabs: 3/4 inches
42 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply
43 with ACI 318 for minimum lap of spliced bars where not specified on the
44 documents. Do not lap splice no. 14 and 18 bars.
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1 7. Field Welding of Embedded Metal Assemblies
2 a. Remove all paint and galvanizing in areas to receive field welds.
3 b. Field Prepare all areas where paint or galvanizing has been removed with the
4 specified paint or cold galvanizing compound, respectively.
5 F. Joints
6 1. General: Construct joints true to line with faces perpendicular to surface plane of
7 concrete.
8 2. Construction Joints: Install so strength and appearance of concrete are not
9 impaired,at locations indicated or as approved by Engineer.
10 a. Place joints perpendicular to main reinforcement. Continue reinforcement
11 across construction joints,unless otherwise indicated. Do not continue
12 reinforcement through sides of strip placements of floors and slabs.
13 b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete.
14 c. Locate joints for beams, slabs,joists, and girders in the middle third of spans.
15 Offset joints in girders a minimum distance of twice the beam width from a
16 beam-girder intersection.
17 d. Locate horizontal joints in walls and columns at underside of floors, slabs,
18 beams, and girders and at the top of footings or floor slabs.
19 e. Space vertical joints in walls as indicated. Locate joints beside piers integral
20 with walls,near corners,and in concealed locations where possible.
21 f. Use a bonding agent at locations where fresh concrete is placed against
22 hardened or partially hardened concrete surfaces.
23 3. Doweled Joints: Install dowel bars and support assemblies at joints where
24 indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete
25 bonding to 1 side of joint.
26 G. Waterstops
27 1. Flexible Waterstops: Install in construction joints and at other joints indicated to
28 form a continuous diaphragm. Install in longest lengths practicable. Support and
29 protect exposed waterstops during progress of the Work. Field fabricate joints in
30 waterstops according to manufacturer's written instructions.
31 2. Self-Expanding Strip Waterstops: Install in construction joints and at other
32 locations indicated,according to manufacturer's written instructions, adhesive
33 bonding,mechanically fastening, and firmly pressing into place. Install in longest
34 lengths practicable.
35 H. Adhesive Anchors
36 1. Comply with the manufacturer's installation instructions on the hole diameter and
37 depth required to fully develop the tensile strength of the adhesive anchor or
38 reinforcing bar.
39 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all
40 loose material from the hole,prior to installing adhesive material.
41 I. Concrete Placement
42 1. Before placing concrete,verify that installation of formwork,reinforcement, and
43 embedded items is complete and that required inspections have been performed.
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1 2. Do not add water to concrete during delivery, at Project site, or during placement
2 unless approved by Engineer.
3 3. Before test sampling and placing concrete, water may be added at Project site,
4 subject to limitations of ACI 301.
5 a. Do not add water to concrete after adding high-range water-reducing
6 admixtures to mixture.
7 b. Do not exceed the maximum specified water/cement ratio for the mix.
8 4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness
9 that no new concrete will be placed on concrete that has hardened enough to cause
10 seams or planes of weakness. If a section cannot be placed continuously,provide
11 construction joints as indicated. Deposit concrete to avoid segregation.
12 a. Deposit concrete in horizontal layers of depth to not exceed formwork design
13 pressures, 15 feet maximum and in a manner to avoid inclined construction
14 joints.
15 b. Consolidate placed concrete with mechanical vibrating equipment according to
16 ACI 301.
17 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw
18 vibrators vertically at uniformly spaced locations to rapidly penetrate placed
19 layer and at least 6 inches into preceding layer. Do not insert vibrators into
20 lower layers of concrete that have begun to lose plasticity. At each insertion,
21 limit duration of vibration to time necessary to consolidate concrete and
22 complete embedment of reinforcement and other embedded items without
23 causing mixture constituents to segregate.
24 d. Do not permit concrete to drop freely any distance greater than 10 feet for
25 concrete containing a high range water reducing admixture(superplasticizer) or
26 5 feet for other concrete.Provide chute or tremie to place concrete where longer
27 drops are necessary. Do not place concrete into excavations with standing
28 water. If place of deposit cannot be pumped dry,pour concrete through a tremie
29 with its outlet near the bottom of the place of deposit.
30 e. Discard pump priming grout and do not use in the structure.
31 5. Deposit and consolidate concrete for floors and slabs in a continuous operation,
32 within limits of construction joints,until placement of a panel or section is
33 complete.
34 a. Consolidate concrete during placement operations so concrete is thoroughly
35 worked around reinforcement and other embedded items and into corners.
36 b. Maintain reinforcement in position on chairs during concrete placement.
37 c. Screed slab surfaces with a straightedge and strike off to correct elevations.
38 d. Slope surfaces uniformly to drains where required.
39 e. Begin initial floating using bull floats or darbies to form a uniform and open-
40 textured surface plane,before excess bleedwater appears on the surface. Do not
41 further disturb slab surfaces before starting finishing operations.
42 6. Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect
43 concrete work from physical damage or reduced strength that could be caused by
44 frost,freezing actions,or low temperatures.
45 a. When average high and low temperature is expected to fall below 40
46 degrees Fahrenheit for 3 successive days,maintain delivered concrete mixture
47 temperature within the temperature range required by ACI 301.
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1 b. Do not use frozen materials or materials containing ice or snow. Do not place
2 concrete on frozen subgrade or on subgrade containing frozen materials.
3 c. Do not use calcium chloride, salt,or other materials containing antifreeze
4 agents or chemical accelerators unless otherwise specified and approved in
5 mixture designs.
6 7. Hot-Weather Placement: Comply with ACI 305.1 and as follows:
7 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of
8 placement. Chilled mixing water or chopped ice may be used to control
9 temperature,provided water equivalent of ice is calculated to total amount of
10 mixing water. Using liquid nitrogen to cool concrete is Contractor's option.
11 b. Fog-spray forms, steel reinforcement, and subgrade just before placing
12 concrete. Keep subgrade uniformly moist without standing water, soft spots, or
13 dry areas.
14 J. Finishing Formed Surfaces
15 1. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material
16 with tie holes and defects repaired and patched. Remove fins and other projections
17 that exceed specified limits on formed-surface irregularities.
18 a. Apply to concrete surfaces not exposed to public view.
19 2. Related Unformed Surfaces: At tops of walls,horizontal offsets, and similar
20 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a
21 texture matching adjacent formed surfaces. Continue final surface treatment of
22 formed surfaces uniformly across adjacent unformed surfaces,unless otherwise
23 indicated.
24 K. Miscellaneous Concrete Items
25 1. Filling In: Fill in holes and openings left in concrete structures,unless otherwise
26 indicated, after work of other trades is in place. Mix,place, and cure concrete,as
27 specified,to blend with in-place construction. Provide other miscellaneous
28 concrete filling indicated or required to complete the Work.
29 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while
30 concrete is still green and by steel-troweling surfaces to a hard,dense finish with
31 corners,intersections, and terminations slightly rounded.
32 3. Equipment Bases and Foundations: Provide machine and equipment bases and
33 foundations as shown on Drawings. Set anchor bolts for machines and equipment
34 at correct elevations, complying with diagrams or templates from manufacturer
35 furnishing machines and equipment.
36 a. Housekeeping pads: Normal weight concrete(3000 psi),reinforced with
37 #3 @ 16 inches on center set at middepth of pad. Trowel concrete to a dense,
38 smooth finish. Set anchor bolts for securing mechanical or electrical equipment
39 during pouring of concrete fill.
40 4. Protective slabs("Mud slabs"): Normal weight concrete(2500 psi minimum)with a
41 minimum thickness of 3-1/2 inches. Finish slab to a wood float finish.
42 L. Concrete Protecting and Curing
43 1. General: Protect freshly placed concrete from premature drying and excessive cold
44 or hot temperatures. Comply with ACI 306.1 for cold-weather protection and
45 ACI 305.1 for hot-weather protection during curing.
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1 2. Formed Surfaces: Cure formed concrete surfaces,including underside of beams,
2 supported slabs, and other similar surfaces. If forms remain during curing period,
3 moist cure after loosening forms. If removing forms before end of curing period,
4 continue curing for the remainder of the curing period.
5 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure
6 unformed surfaces,including floors and slabs,concrete floor toppings, and other
7 surfaces.
8 4. Cure concrete according to ACI 308.1,by 1 or a combination of the following
9 methods:
10 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days
11 with the following materials:
12 1) Water
13 2) Continuous water-fog spray
14 3) Absorptive cover, water saturated, and kept continuously wet. Cover
15 concrete surfaces and edges with 12-inch lap over adjacent absorptive
16 covers
17 b. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-
18 retaining cover for curing concrete,placed in widest practicable width, with
19 sides and ends lapped at least 12 inches,and sealed by waterproof tape or
20 adhesive. Cure for not less than 7 days. Immediately repair any holes or tears
21 during curing period using cover material and waterproof tape.
22 1) Moisture cure or use moisture-retaining covers to cure concrete surfaces to
23 receive floor coverings.
24 2) Moisture cure or use moisture-retaining covers to cure concrete surfaces to
25 receive penetrating liquid floor treatments.
26 3) Cure concrete surfaces to receive floor coverings with either a moisture-
27 retaining cover or a curing compound that the manufacturer certifies will
28 not interfere with bonding of floor covering used on Project.
29 c. Curing Compound: Apply uniformly in continuous operation by power spray
30 or roller according to manufacturer's written instructions. Recoat areas
31 subjected to heavy rainfall within 3 hours after initial application. Maintain
32 continuity of coating and repair damage during curing period.
33 3.5 REPAIR
34 A. Concrete Surface Repairs
35 1. Defective Concrete: Repair and patch defective areas when approved by Engineer.
36 Remove and replace concrete that cannot be repaired and patched to Engineer's
37 approval.
38 2. Patching Mortar: Mix dry-pack patching mortar,consisting of 1 part portland
39 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve,using only enough
40 water for handling and placing.
41 3. Repairing Formed Surfaces: Surface defects include color and texture
42 irregularities, cracks, spalls, air bubbles,honeycombs,rock pockets,fins and other
43 projections on the surface,and stains and other discolorations that cannot be
44 removed by cleaning.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
03 30 00-21
CAST-IN-PLACE CONCRETE
Page 21 of 25
1 a. Immediately after form removal, cut-out honeycombs,rock pockets, and voids
2 more than 1/2 inch in any dimension in solid concrete,but not less than 1 inch
3 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen
4 with water, and brush-coat holes and voids with bonding agent. Fill and
5 compact with patching mortar before bonding agent has dried. Fill form-tie
6 voids with patching mortar or cone plugs secured in place with bonding agent.
7 b. Repair defects on surfaces exposed to view by blending white portland cement
8 and standard portland cement so that,when dry,patching mortar will match
9 surrounding color. Patch a test area at inconspicuous locations to verify
10 mixture and color match before proceeding with patching. Compact mortar in
11 place and strike off slightly higher than surrounding surface.
12 c. Repair defects on concealed formed surfaces that affect concrete's durability
13 and structural performance as determined by Engineer.
14 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs,
15 for finish and verify surface tolerances specified for each surface. Correct low and
16 high areas. Test surfaces sloped to drain for trueness of slope and smoothness;use
17 a sloped template.
18 a. Repair finished surfaces containing defects. Surface defects include spalls,pop
19 outs,honeycombs,rock pockets, crazing and cracks in excess of 0.01 inch wide
20 or that penetrate to reinforcement or completely through unreinforced sections
21 regardless of width,and other objectionable conditions.
22 b. After concrete has cured at least 14 days,correct high areas by grinding.
23 c. Correct localized low areas during or immediately after completing surface
24 finishing operations by cutting out low areas and replacing with patching
25 mortar. Finish repaired areas to blend into adjacent concrete.
26 d. Repair defective areas, except random cracks and single holes 1 inch or less in
27 diameter,by cutting out and replacing with fresh concrete. Remove defective
28 areas with clean, square cuts and expose steel reinforcement with at least a 3/4-
29 inch clearance all around. Dampen concrete surfaces in contact with patching
30 concrete and apply bonding agent. Mix patching concrete of same materials
31 and mixture as original concrete except without coarse aggregate. Place,
32 compact, and finish to blend with adjacent finished concrete. Cure in same
33 manner as adjacent concrete.
34 e. Repair random cracks and single holes 1 inch or less in diameter with patching
35 mortar. Groove top of cracks and cut out holes to sound concrete and clean off
36 dust,dirt, and loose particles. Dampen cleaned concrete surfaces and apply
37 bonding agent. Place patching mortar before bonding agent has dried.
38 Compact patching mortar and finish to match adjacent concrete. Keep patched
39 area continuously moist for at least 72 hours.
40 5. Perform structural repairs of concrete, subject to Engineer's approval,using epoxy
41 adhesive and patching mortar.
42 6. Repair materials and installation not specified above may be used, subject to
43 Engineer's approval.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
033000-22
CAST-IN-PLACE CONCRETE
Page 22 of 25
1 3.6 RE-INSTALLATION [NOT USED]
2 3.7 FIELD QUALITY CONTROL
3 A. Testing and Inspecting: City will engage a special inspector and qualified testing and
4 inspecting agency to perform field tests and inspections and prepare test reports.
5 B. Inspections
6 1. Steel reinforcement placement
7 2. Headed bolts and studs
8 3. Verification of use of required design mixture
9 4. Concrete placement, including conveying and depositing
10 5. Curing procedures and maintenance of curing temperature
11 6. Verification of concrete strength before removal of shores and forms from beams
12 and slabs
13 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained
14 according to ASTM C172 according to the following requirements:
15 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each
16 concrete mixture exceeding 5 cubic yard,but less than 25 cubic yard,plus 1 set for
17 each additional 50 cubic yard or fraction thereof.
18 2. Slump: ASTM C143; 1 test at point of placement for each composite sample,but
19 not less than 1 test for each day's pour of each concrete mixture. Perform additional
20 tests when concrete consistency appears to change.
21 3. Air Content: ASTM C231,pressure method,for normal-weight concrete; 1 test for
22 each composite sample,but not less than 1 test for each day's pour of each concrete
23 mixture.
24 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40
25 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1
26 test for each composite sample.
27 5. Compression Test Specimens: ASTM C31.
28 a. Cast and laboratory cure 4 cylinders for each composite sample.
29 1) Do not transport field cast cylinders until they have cured for a
30 minimum of 24 hours.
31 6. Compressive-Strength Tests: ASTM C39;
32 a. Test 1 cylinder at 7 days.
33 b. Test 2 cylinders at 28 days.
34 c. Hold 1 cylinder for testing at 56 days as needed.
35 7. When strength of field-cured cylinders is less than 85 percent of companion
36 laboratory-cured cylinders,evaluate operations and provide corrective procedures
37 for protecting and curing in-place concrete.
38 8. Strength of each concrete mixture will be satisfactory if every average of any 3
39 consecutive compressive-strength tests equals or exceeds specified compressive
40 strength and no compressive-strength test value falls below specified compressive
41 strength by more than 500 psi.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
033000-23
CAST-IN-PLACE CONCRETE
Page 23 of 25
1 9. Report test results in writing to Engineer,concrete manufacturer, and Contractor
2 within 48 hours of testing. Reports of compressive-strength tests shall contain
3 Project identification name and number, date of concrete placement,name of
4 concrete testing and inspecting agency, location of concrete batch in Work, design
5 compressive strength at 28 days, concrete mixture proportions and materials,
6 compressive breaking strength, and type of break for both 7-and 28-day tests.
7 10. Additional Tests: Testing and inspecting agency shall make additional tests of
8 concrete when test results indicate that slump, air entrainment,compressive
9 strengths,or other requirements have not been met, as directed by Engineer.
10 Testing and inspecting agency may conduct tests to determine adequacy of concrete
11 by cored cylinders complying with ASTM C42 or by other methods as directed by
12 Engineer.
13 a. When the strength level of the concrete for any portion of the structure,as
14 indicated by cylinder tests,falls below the specified requirements,provide
15 improved curing conditions and/or adjustments to the mix design as required to
16 obtain the required strength.If the average strength of the laboratory control
17 cylinders falls so low as to be deemed unacceptable,follow the core test
18 procedure set forth in ACI 301,Chapter 17.Locations of core tests shall be
19 approved by the Engineer. Core sampling and testing shall be at Contractors
20 expense.
21 b. If the results of the core tests indicate that the strength of the structure is
22 inadequate, any replacement,load testing, or strengthening as may be ordered
23 by the Engineer shall be provided by the Contractor without cost to the City.
24 11. Additional testing and inspecting, at Contractor's expense, will be performed to
25 determine compliance of replaced or additional work with specified requirements.
26 12. Correct deficiencies in the Work that test reports and inspections indicate does not
27 comply with the Contract Documents.
28 D. Measure floor and slab flatness and levelness according to ASTM E1155 within 48
29 hours of finishing.
30 E. Concrete Finish Measurement and Tolerances
31 1. All floors are subject to measurement for flatness and levelness and comply with
32 the following:
33 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with
34 a 10 foot long straightedge.Apply straightedge to the slab at 3 foot intervals in
35 both directions,lapping straightedge 3 feet on areas previously checked. Low
36 spots shall not exceed the above dimension anywhere along the straightedge.
37 Flatness shall be checked the next work day after finishing.
38 b. Slabs shall be level within a tolerance of± 1/4 inch in 10 feet,not to exceed 3/4
39 inches total variation,anywhere on the floor,from elevations indicated on the
40 Drawings. Levelness shall be checked on a 10 foot grid using a level after
41 removal of forms.
42 c. Measurement Standard: All floors are subject to measurement for flatness and
43 levelness, according to ASTM E1155.
44 2. 2 Tiered Measurement Standard
45 a. Each floor test section and the overall floor area shall conform to the 2-tiered
46 measurement standard as specified herein.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
033000-24
CAST-IN-PLACE CONCRETE
Page 24 of 25
1 1) Minimum Local Value: The minimum local FF/FL values represent the ab-
2 solute minimum surface profile that will be acceptable for any 1 test sample
3 (line of measurements)anywhere within the test area.
4 2) Specified Overall Value: The specified overall FF/FL values represent the
5 minimum values acceptable for individual floor sections as well as the floor
6 as a whole.
7 3. Floor Test Sections
8 a. A floor test section is defined as the smaller of the following areas:
9 1) The area bounded by column and/or wall lines
10 2) The area bounded by construction and/or control joint lines
11 3) Any combination of column lines and/or control joint lines
12 b. Test sample measurement lines within each test section shall be
13 multidirectional along 2 orthogonal lines, as defined by ASTM E1155, at a
14 spacing to be determined by the City's testing agency.
15 c. The precise layout of each test section shall be determined by the City's testing
16 agency.
17 4. Concrete Floor Finish Tolerance
18 a. The following values apply before removal of shores. Levelness values (FL)do
19 not apply to intentionally sloped or cambered areas, nor to slabs poured on
20 metal deck or precast concrete.
21 1) Slabs
22 Overall Value FF45/FL30
23 Minimum Local Value FF30/FL20
24 5. Floor Elevation Tolerance Envelope
25 a. The acceptable tolerance envelope for absolute elevation of any point on the
26 slab surface,with respect to the elevation shown on the Drawings,is as follows:
27 1) Slab-on-Grade Construction: ±3/inch
28 2) Top surfaces of formed slabs measured prior to removal of supporting
29 shores: ±3/4 inch
30 3) Top surfaces of all other slabs: ±3/4 inch
31 4) Slabs specified to slope shall have a tolerance from the specified slope of
32 3/8 inch in 10 feet at any point,up to 3/4 inch from theoretical elevation at
33 any point.
34 3.8 SYSTEM STARTUP[NOT USED]
35 3.9 ADJUSTING[NOT USED]
36 3.10 CLEANING
37 A. Defective Work
38 1. Imperfect or damaged work or any material damaged or determined to be defective
39 before final completion and acceptance of the entire job shall be satisfactorily re-
40 placed at the Contractor's expense, and in conformity with all of the requirements of
41 the Drawings and Specifications.
42 2. Perform removal and replacement of concrete work in such manner as not to impair
43 the appearance or strength of the structure in any way.
44 B. Cleaning
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
033000-25
CAST-IN-PLACE CONCRETE
Page 25 of 25
1 1. Upon completion of the work remove from the site all forms, equipment,protective
2 coverings and any rubbish resulting therefrom.
3 2. After sweeping floors,wash floors with clean water.
4 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City.
5 3.11 CLOSEOUT ACTIVITIES [NOT USED]
6 3.12 PROTECTION[NOT USED]
7 3.13 MAINTENANCE [NOT USED]
8 3.14 ATTACHMENTS [NOT USED]
9 END OF SECTION
10
Revision Log
DATE NAME SUMMARY OF CHANGE
2.2.0.3—Removed Blue Text/Added Descriptions for water-soluble,
12/20/2012 D.Johnson chloride-ion content
3.4.C.1—Changed 75%to 70%
11
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
312316-1
UNCLASSIFIED EXCAVATION
Page 1 of 4
1 SECTION 3123 16
2 UNCLASSIFIED EXCAVATION
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials
7 encountered to the lines, grades,and typical sections shown on the Drawings and
8 removal from site.Excavations may include construction of
9 a. Roadways
10 b. Drainage Channels
11 c. Site Excavation
12 d. Excavation for Structures
13 e. Or any other operation involving the excavation of on-site materials
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 3. Section 3124 00—Embankments
20 1.2 PRICE AND PAYMENT PROCEDURES
21 A. Measurement and Payment
22 a. Measurement
23 1) Measurement for this Item shall be by the cubic yard in its final position
24 using the average end area method. Limits of measurement are shown on
25 the Drawings.
26 2) When measured by the cubic yard in its final position,this is a plans
27 quantity measurement Item. The quantity to be paid is the quantity shown
28 in the proposal,unless modified by Article 11.04 of the General
29 Conditions.Additional measurements or calculations will be made if
30 adjustments of quantities are required.
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 cubic yard of"Unclassified Excavation by Plan". No
35 additional compensation will be allowed for rock or shrinkage/swell
36 factors,as these are the Contractor's responsibility.
37 c. The price bid shall include:
38 1) Excavation
39 2) Excavation Safety
40 3) Drying
41 4) Dust Control
42 5) Reworking or replacing the over excavated material in rock cuts
CITY OF FORT WORTH HMAC STREET REHABILITA]TON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 28,2013
312316-2
UNCLASSIFIED EXCAVATION
Page 2 of 4
1 6) Hauling
2 7) Disposal of excess material not used elsewhere onsite
3 8) Scarification
4 9) Clean-up
5 1.3 REFERENCES [NOT USED]
6 A. Definitions
7 1. Unclassified Excavation—Without regard to materials, all excavations shall be
8 considered unclassified and shall include all materials excavated. Any reference to
9 Rock or other materials on the Drawings or in the specifications is solely for the
10 City and the Contractor's information and is not to be taken as a classification of
11 the excavation.
12 1.4 ADMINSTRATIVE REQUIREMENTS
13 A. The Contractor will provide the City with a Disposal Letter in accordance to Division
14 01.
15 1.5 SUBMITTALS [NOT USED]
16 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
17 1.7 CLOSEOUT SUBMITTALS [NOT USED]
18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.9 QUALITY ASSURANCE
20 A. Excavation Safety
21 1. The Contractor shall be solely responsible for making all excavations in a safe
22 manner.
23 2. All excavation and related sheeting and bracing shall comply with the requirements
24 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
25 1.10 DELIVERY,STORAGE,AND HANDLING
26 A. Storage
27 1. Within Existing Rights-of-Way(ROW)
28 a. Soil may be stored within existing ROW, easements or temporary construction
29 easements,unless specifically disallowed in the Contract Documents.
30 b. Do not block drainage ways,inlets or driveways.
31 c. Provide erosion control in accordance with Section 3125 00.
32 d. When the Work is performed in active traffic areas, store materials only in
33 areas barricaded as provided in the traffic control plans.
34 e. In non-paved areas, do not store material on the root zone of any trees or in
35 landscaped areas.
36 2. Designated Storage Areas
37 a. If the Contract Documents do not allow the storage of spoils within the ROW,
38 easement or temporary construction easement, then secure and maintain an
39 adequate storage location.
40 b. Provide an affidavit that rights have been secured to store the materials on
41 private property.
CITY OF FORT WORTH HMAC STREET REHABILITATTON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 28,2013
312316-3
UNCLASSIFIED EXCAVATION
Page 3 of 4
1 c. Provide erosion control in accordance with Section 3125 00.
2 d. Do not block drainage ways.
3 1.11 FIELD CONDITIONS
4 A. Existing Conditions
5 1. Any data which has been or may be provided on subsurface conditions is not
6 intended as a representation or warranty of accuracy or continuity between soils. It
7 is expressly understood that neither the City nor the Engineer will be responsible
8 for interpretations or conclusions drawn there from by the Contractor.
9 2. Data is made available for the convenience of the Contractor.
10 1.12 WARRANTY[NOT USED]
11 PART 2- PRODUCTS [NOT USED]
12 2.1 OWNER-FURNISHED [NOT USED]
13 2.2 PRODUCT TYPES AND MATERIALS
14 A. Materials
15 1. Unacceptable Fill Material
16 a. In-situ soils classified as ML,MH,PT, OL or OH in accordance with ASTM
17 D2487
18 PART 3- EXECUTION
19 3.1 INSTALLERS [NOT USED]
20 3.2 EXAMINATION[NOT USED]
21 3.3 PREPARATION[NOT USED]
22 3.4 CONSTRUCTION
23 A. Accept ownership of unsuitable or excess material and dispose of material off-site
24 accordance with local, state, and federal regulations at locations.
25 B. Excavations shall be performed in the dry, and kept free from water, snow and ice
26 during construction with eh exception of water that is applied for dust control.
27 C. Separate Unacceptable Fill Material from other materials,remove from the Site and
28 properly dispose according to disposal plan.
29 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and
30 proposed or existing structures.
31 E. Correct any damage to the subgrade caused by weather, at no additional cost to the
32 City.
33 F. Shape slopes to avoid loosening material below or outside the proposed grades.
34 Remove and dispose of slides as directed.
35 G. Rock Cuts
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 28,2013
312316-4
UNCLASSIFIED EXCAVATION
Page 4 of 4
1 1. Excavate to finish grades.
2 2. In the event of over excavation due to contractor error below the lines and grades
3 established in the Drawings,use approved embankment material compacted in
4 accordance with Section 3124 00 to replace the over excavated at no additional
5 cost to City.
6 H. Earth Cuts
7 1. Excavate to finish subgrade
8 2. In the event of over excavation due to contractor error below the lines and grades
9 established in the Drawings,use approved embankment material compacted in
10 accordance with Section 3124 00 to replace the over excavated at no additional
11 cost to City.
12 3. Manipulate and compact subgrade in accordance with Section 3124 00.
13 3.5 REPAIR[NOT USED]
14 3.6 RE-INSTALLATION[NOT USED]
15 3.7 FIELD QUALITY CONTROL
16 A. Subgrade Tolerances
17 1. Excavate to within 0.1 foot in all directions.
18 2. In areas of over excavation,Contractor provides fill material approved by the City
19 at no expense to the City.
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
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.2-Measurement and Payment Section modified;Blue Text added for clarification
1/28/13 D.Johnson 1.2—Modified Bid Item names in payment section to differentiate between Payment
Methods on bid list.
28
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 28,2013
321123-1
FLEXIBLE BASE COURSES
Page 1 of 7
1 SECTION 321123
2 FLEXIBLE BASE COURSES
3 PARTl - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Foundation course for surface course or for other base course composed of flexible
7 base constructed in one or more courses in conformity with the typical section.
8 B. Deviations from this City of Fort Worth Standard Specification
1,0
9 13,
10
11 .,
12
13
14 C. 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 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Measurement
21 a. Measurement for this Item will be by the squafe CUBIC yard of Flexible Base
22 Course for various:
23 1) Depths
24 2) Types
25 3) Gradations
26 2. Payment
27 a. The work performed and materials furnished in accordance with this Item and
28 measured as provided under"Measurement"will be paid for at the unit price
29 bid per square CUBIC yard of Flexible Base Course.
30 3. The price bid shall include:
31 a. Preparation and correction of subgrade
32 b. Furnishing of material
33 c. Hauling
34 d. Blading
35 e. Sprinkling
36 f. Compacting
37 g. UNCLASSIFIED EXCAVATION AND HAULING REQUIRE TO PLACE
38 FLEXIBLE BASE COURSE
39 1.3 REFERENCES
40 A. Definitions
41 1. RAP—Recycled Asphalt Pavement.
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321123-2
FLEXIBLE BASE COURSES
Page 2 of 7
1 B. Reference Standards
2 1. Reference standards cited in this specification refer to the current reference standard
3 published at the time of the latest revision date logged at the end of this
4 specification,unless a date is specifically cited.
5 2. ASTM International(ASTM):
6 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
7 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3))
8 3. Texas Department of Transportation(TXDOT):
9 a. Tex-104-E,Determining Liquid Limits of Soils
10 b. Tex-106-E, Calculating the Plasticity Index of Soils
11 c. Tex-107-E,Determining the Bar Linear Shrinkage of Soils
12 d. Tex-110-E,Particle Size Analysis of Soils
13 e. Tex-116-E,Ball Mill Method for Determining the Disintegration of Flexible
14 Base Material
15 f. Tex-117-E,Triaxial Compression for Disturbed Soils and Base Materials
16 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium
17 Sulfate
18 h. Tex-413-A,Determining Deleterious Material in Mineral Aggregate
19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
20 1.5 ACTION SUBMITTALS [NOT USED]
21 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
22 1.7 CLOSEOUT SUBMITTALS [NOT USED]
23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
24 1.9 QUALITY ASSURANCE[NOT USED]
25 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
26 1.11 FIELD [SITE] CONDITIONS [NOT USED]
27 1.12 WARRANTY [NOT USED]
28 PART 2 - PRODUCTS [NOT USED]
29 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
30 2.2 MATERIALS
31 A. General
32 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
33 the Drawings and specifications.
34 2. Obtain materials from approved sources.
35 3. Notify City of changes to material sources.
36 4. The City may sample and test project materials at any time before compaction
37 throughout the duration of the project to assure specification compliance.
38 B. Aggregate
39 1. Furnish aggregate of the type and grade shown on the Drawings and conforming to
40 the requirements of Table 1.
CITY OF FORT WORTH HMAC STREET REHABILTTATTON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321123-3
FLEXIBLE BASE COURSES
Page 3 of 7
1 2. Each source must meet Table 1 requirements for liquid limit,plastiCity index, and
2 wet ball mill for the grade specified.
3 3. Do not use additives such as but not limited to lime, cement, or fly ash to modify
4 aggregates to meet the requirements of Table 1,unless shown on the Drawings.
5
6 Table 1
7 Material Require ents
Property Test Method Grade 1 Grade 2
Master gradation sieve
size(%retained)
2-1/2 in. - 0
1-3/4 in. 0 0-10
7/8 in. Tex-110-13 10-35 -
3/8 in. 30-50 -
No.4 45-65 45-75
No.40 70-85 60-85
Liquid limit,%max. Tex-104-E 35 40
PlastiCity index,max. Tex-106-E 10 12
Wet ball mill,%max. 40 45
Wet ball mill,%max. Tex-116-E
increase passing the 20 20
No.40 sieve
Classification 1.0 1.1-2.3
Min.compressive
strength3,psi Tex-1 17-E
lateral pressure 0 psi 45 35
lateral pressure 15 psi 175 175
1.Determine plastic index in accordance with Tex-107-E(linear
shrinkage)when liquid limit is unattainable as defined in
Tex-104-E.
2.When a soundness value is required by the Drawings,test
material in accordance with Tex-411-A.
3.Meet both the classification and the minimum compressive
strength,unless otherwise shown on the Drawings.
8
9 4. Material Tolerances
10 a. The City may accept material if no more than 1 of the 5 most recent gradation
11 tests has an individual sieve outside the specified limits of the gradation.
12 b. When target grading is required by the Drawings,no single failing test may
13 exceed the master grading by more than 5 percentage points on sieves No.4
14 and larger or 3 percentage points on sieves smaller than No.4.
15 c. The City may accept material if no more than 1 of the 5 most recent plasticity
16 index tests is outside the specified limit. No single failing test may exceed the
17 allowable limit by more than 2 points.
18 5. Material Types
19 a. Do not use fillers or binders unless approved.
20 b. Furnish the type specified on the Drawings in accordance with the following:
21 1) Type A
22 a) Crushed stone produced and graded from oversize quarried aggregate
23 that originates from a single,naturally occurring source.
24 b) Do not use gravel or multiple sources.
25 2) Type B
26 a) Only for use as base material for temporary pavement repairs.
27 b) Do not exceed 20 percent RAP by weight unless shown on Drawings.
28 3) Type D
CITY OF FORT WORTH HMAC STREET REHABILTTATTON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321123-4
FLEXIBLE BASE COURSES
Page 4 of 7
1 a) Type A material or crushed concrete.
2 b) Crushed concrete containing gravel will be considered Type D
3 material.
4 c) The City may require separate dedicated stockpiles in order to verify
5 compliance.
6 d) Crushed concrete must meet the following requirements:
7 (1) Table 1 for the grade specified.
8 (2) Recycled materials must be free from reinforcing steel and other
9 objectionable material and have at most 1.5 percent deleterious
10 material when tested in accordance with TEX-413-A.
11 C. Water
12 1. Furnish water free of industrial wastes and other objectionable matter.
13 2.3 ACCESSORIES [NOT USED]
14 2.4 SOURCE QUALITY CONTROL[NOT USED]
15 PART 3- EXECUTION
16 3.1 INSTALLERS [NOT USED]
17 3.2 EXAMINATION[NOT USED]
18 3.3 PREPARATION
19 A. General
20 1. Shape the subgrade or existing base to conform to the typical sections shown on the
21 Drawings or as directed.
22 2. When new base is required to be mixed with existing base:
23 a. Deliver,place, and spread the new flexible base in the required amount.
24 b. Manipulate and thoroughly mix the new base with existing material to provide
25 a uniform mixture to the specified depth before shaping.
26 B. Subgrade Compaction
27 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the
28 following:
29 a. Proof Rolling
30 1) City Project Representative must be on-site during proof rolling operations.
31 2) Use equipment that will apply sufficient load to identify soft spots that rut
32 or pump.
33 a) Acceptable equipment includes fully loaded single-axle water truck
34 with a 1500 gallon capacity.
35 3) Make at least 2 passes with the proof roller(down and back= 1 pass).
36 4) Offset each trip by at most 1 tire width.
37 5) If an unstable or non-uniform area is found,correct the area.
38 b. Correct
39 1) Soft spots that rut or pump greater than 3/4 inch
40 2) Areas that are unstable or non-uniform
41 2. Installation of base material cannot proceed until compacted subgrade approved by
42 the City.
CITY OF FORT WORTH HMAC STREET REHABILI TAI TON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321123-5
FLEXIBLE BASE COURSES
Page 5 of 7
1 3.4 INSTALLATION
2 A. General
3 1. Construct each layer uniformly,free of loose or segregated areas,and with the
4 required density and moisture content.
5 2. Provide a smooth surface that conforms to the typical sections,lines,and grades
6 shown on the Drawings or as directed.
7 3. Haul approved flexible base in clean, covered trucks.
8 B. Equipment
9 1. General
10 a. Provide machinery,tools,and equipment necessary for proper execution of the
11 work.
12 2. Rollers
13 a. The Contractor may use any type of roller to meet the production rates and
14 quality requirements of the Contract unless otherwise shown on the Drawings
15 or directed.
16 b. When specific types of equipment are required,use equipment that meets the
17 specified requirements.
18 c. Alternate Equipment.
19 1) Instead of the specified equipment,the Contractor may, as approved,
20 operate other compaction equipment that produces equivalent results.
21 2) Discontinue the use of the alternate equipment and furnish the specified
22 equipment if the desired results are not achieved.
23 d. City may require Contractor to substitute equipment if production rate and
24 quality requirements of the Contract are not met.
25 C. Placing
26 1. Spread and shape flexible base into a uniform layer by approved means the same
27 day as delivered unless otherwise approved.
28 2. Place material such that it is mixed to minimize segregation.
29 3. Construct layers to the thickness shown on the Drawings,while maintaining the
30 shape of the course.
31 4. Where subbase or base course exceeds 6 inches in thickness, construct in 2 or more
32 courses of equal thickness.
33 5. Minimum lift depth: 3 inches
34 6. Control dust by sprinkling.
35 7. Correct or replace segregated areas as directed.
36 8. Place successive base courses and finish courses using the same construction
37 methods required for the first course.
38 D. Compaction
39 1. General
40 a. Compact using density control unless otherwise shown on the Drawings.
41 b. Multiple lifts are permitted when shown on the Drawings or approved.
42 c. Bring each layer to the moisture content directed.When necessary, sprinkle the
43 material to the extent necessary to provide not less than the required density.
44 d. Compact the full depth of the subbase or base to the extent necessary to remain
45 firm and stable under construction equipment.
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321123-6
FLEXIBLE BASE COURSES
Page 6 of 7
1 2. Rolling
2 a. Begin rolling longitudinally at the sides and proceed towards the center,
3 overlapping on successive trips by at least 1/2 the width of the roller unit.
4 b. On superelevated curves,begin rolling at the low side and progress toward the
5 high side.
6 c. Offset alternate trips of the roller.
7 d. Operate rollers at a speed between 2 and 6 mph as directed.
8 e. Rework,recompact, and refinish material that fails to meet or that loses
9 required moisture,density, stability, or finish before the next course is placed or
10 the project is accepted.
11 f. Continue work until specification requirements are met.
12 g. Proof roll the compacted flexible base in accordance with the following:
13 1) Proof Rolling
14 a) City Project Representative must be on-site during proof rolling
15 operations.
16 b) Use equipment that will apply sufficient load to identify soft spots that
17 rut or pump.
18 (1) Acceptable equipment includes fully loaded single-axle water truck
19 with a 1500 gallon capacity.
20 c) Make at least 2 passes with the proof roller(down and back= 1 pass).
21 d) Offset each trip by at most 1 tire width.
22 e) If an unstable or non-uniform area is found,correct the area.
23 2) Correct
24 a) Soft spots that rut or pump greater than 3/4 inch.
25 b) Areas that are unstable or non-uniform.
26 3. Tolerances
27 a. Maintain the shape of the course by blading.
28 b. Completed surface shall be smooth and in conformity with the typical sections
29 shown on the Drawings to the established lines and grades.
30 c. For subgrade beneath paving surfaces,correct any deviation in excess of 1/4
31 inch in cross section in length greater than 16 feet measured longitudinally by
32 loosening,adding or removing material. Reshape and recompact by sprinkling
33 and rolling.
34 d. Correct all fractures, settlement or segregation immediately by scarifying the
35 areas affected, adding suitable material as required. Reshape and recompact by
36 sprinkling and rolling.
37 e. Should the subbase or base course,due to any reason,lose the required
38 stability,density and finish before the surfacing is complete,it shall be
39 recompacted at the sole expense of the Contractor.
40 4. Density Control
41 a. Minimum Density: 95 percent compaction as determined by ASTM D698.
42 b. Moisture content: minus 2 to plus 4 of optimum.
43 E. Finishing
44 1. After completing compaction,clip, skin,or tight-blade the surface with a
45 maintainer or subgrade trimmer to a depth of approximately 1/4 inch.
46 2. Remove loosened material and dispose of it at an approved location.
47 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic
48 tire roller until a smooth surface is attained.
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321123-7
FLEXIBLE BASE COURSES
Page 7 of 7
1 4. Add small increments of water as needed during rolling.
2 5. Shape and maintain the course and surface in conformity with the typical sections,
3 lines,and grades as shown on the Drawings or as directed.
4 6. In areas where surfacing is to be placed,correct grade deviations greater than 1/4
5 inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire
6 width of the cross-section.
7 7. Correct by loosening, adding,or removing material.
8 8. Reshape and recompact in accordance with 3A.C.
9 3.5 REPAIR/RESTORATION[NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 QUALITY CONTROL
12 A. Density Test
13 1. City to measure density of flexible base course.
14 a. Notify City Project Representative when flexible base ready for density testing.
15 b. Spacing directed by City(1 per block minimum).
16 c. City Project Representative determines location of density testing.
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 [NOT USED]
22 3.13 MAINTENANCE [NOT USED]
23 3.14 ATTACHMENTS [NOT USED]
24 END OF SECTION
25
Revision Log
DATE NAME SUMMARY OF CHANGE
26
CITY OF FORT WORTH HMAC STREET REHABILrrAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321133-1
CEMENT TREATED BASE COURSES
Page 1 of 7
1 SECTION 321133
2 CEMENT TREATED BASE COURSES
3 PARTl - GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Treating subgrade, subbase and base courses by the pulverization, addition of
7 cement,mixing and compacting the mix material to the required density.
8 2. Item applies to the natural ground, embankment, existing pavement,base or
9 subbase courses placed and shall conform to the typical section,lines and grades
10 shown on the Drawings.
11 B. Deviations from City of Fort Worth Standards
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 3. Section 32 1123 -Flexible Base Courses
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Cement
20 a. Measurement
21 1) Measurement for this Item shall be by the ton(dry weight).
22 b. Payment
23 1) The work performed and materials furnished in accordance with this Item
24 and measured as provided under"Measurement"will be paid for at the unit
25 price bid per ton(dry weight) of Cement.
26 c. The price bid shall include:
27 1) Furnishing Cement material
28 2) All freight involved
29 3) All unloading, storing and handling
30 2. Cement Treatment
31 a. Measurement
32 1) Measurement for this Item shall be by the square yard of surface area.
33 2) The dimensions for determining the surface area are established by the
34 widths shown on the Drawings and the lengths measured at placement.
35 b. Payment
36 1) The work performed and materials furnished in accordance with this Item
37 and measured as provided under"Measurement"will be paid for at the unit
38 price bid per square yard of Cement Treatment placed for:
39 a) Various depths
40 c. The price bid shall include:
41 1) Pulverizing or providing the soil material
42 2) Handling,hauling and spreading dry or slurry cement
43 3) Mixing the cement with the soil either in-place or in a mixing plant
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321133-2
CEMENT TREATED BASE COURSES
Page 2 of 7
1 4) Furnishing,hauling and mixing water with the soil-cement mixture
2 5) Spreading and shaping the mixture; compacting the mixture, including all
3 rolling required for compaction
4 6) Surface finishing
5 7) Water and sprinkling
6 8) Curing
7 1.3 REFERENCES
8 A. Reference Standards
9 1. Reference standards cited in this specification refer to the current reference standard
10 published at the time of the latest revision date logged at the end of this
11 specification,unless a date is specifically cited.
12 2. ASTM International(ASTM):
13 a. C150, Standard Specification for Portland Cement
14 b. D698, Standard Test Methods for Laboratory Compaction Characteristics of
15 Soil Using Standard Effort(12 400 ft-lbf/fO (600 kN-m/m3))
16 3. Texas Department of Transportation(TxDOT)
17 a. Tex-101-E,Preparing soil and flexible base materials for testing
18 b. Tex-140-E,Measuring thickness of paving layers
19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
20 1.5 ACTION SUBMITTALS [NOT USED]
21 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
22 1.7 CLOSEOUT SUBMITTALS [NOT USED]
23 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED]
24 1.9 QUALITY ASSURANCE[NOT USED]
25 1.10 DELIVERY,STORAGE,AND HANDLING
26 A. Truck Delivered Cement
27 1. Each truck ticket shall bear the weight of cement measured on certified scales.
28 2. Submit delivery tickets, certified by supplier,that include weight with each bulk
29 delivery of cement to the site.
30 1.11 FIELD [SITE] CONDITIONS
31 A. Start cement application only when the air temperature is at least 35 degrees F and
32 rising or is at least 40 degrees F.
33 B. Measure temperature in the shade away from artificial heat.
34 C. Suspend application when the City determines that weather conditions are unsuitable.
35 1.12 WARRANTY [NOT USED]
36 PART 2- PRODUCTS
37 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
38 2.2 MATERIALS
39 A. General
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321133-3
CEMENT TREATED BASE COURSES
Page 3 of 7
1 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
2 the Drawings and specifications.
3 2. Notify the City of the proposed material sources and of changes to material sources.
4 3. Obtain verification from the City that the specification requirements are met before
5 using the sources.
6 4. The City may sample and test project materials at any time before compaction.
7 B. Cement: ASTM C150 Type I, H or IP.
8 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32
9 1123 for the type and grade shown on the Drawings,before the addition of cement.
10 D. Water: Furnish water free of industrial wastes and other objectionable material.
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
17 A. Shape existing material in accordance with applicable bid items to conform to typical
18 sections shown on the Drawings and as directed.
19 3.4 INSTALLATION
20 A. General
21 1. Produce a completed course of treated material containing:
22 a. Uniform Portland cement mixture, free from loose or segregated areas
23 b. Uniform density and moisture content
24 c. Well bound for full depth
25 d. With smooth surface and suitable for placing subsequent courses
26 2. Maximum layer depth of cement treatment in single layer: 8 inches.
27 3. For treated subgrade exceeding 8 inches deep,pulverize, apply cement, mix,
28 compact and finish in equal layers not exceeding 5 inches deep.
29 B. Equipment
30 1. Provide machinery,tools, and equipment necessary for proper execution of the
31 work.
32 2. Rollers
33 a. The Contractor may use any type of roller to meet the production rates and
34 quality requirements of the Contract unless otherwise shown on the Drawings
35 or directed.
36 b. When specific types of equipment are required,use equipment that meets the
37 specified requirements.
38 c. Alternate Equipment
39 1) Instead of the specified equipment,the Contractor may, as approved,
40 operate other compaction equipment that produces equivalent results.
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321133-4
CEMENT TREATED BASE COURSES
Page 4 of 7
1 2) Discontinue the use of the alternate equipment and furnish the specified
2 equipment if the desired results are not achieved.
3 d. City may require Contractor to substitute equipment if production rate and
4 quality requirements of the Contract are not met.
5 3. Slurry Equipment
6 a. Use slurry tanks equipped with agitation devices for cement application.
7 b. The City may approve other slurrying methods.
8 c. Provide a pump for agitating the slurry when the distributor truck is not
9 equipped with an agitator.
10 4. Pulverization Equipment
11 a. Provide pulverization equipment that:
12 1) Cuts and pulverizes material uniformly to the proper depth with cutters that
13 plane to a uniform surface over the entire width of the cut
14 2) Provides a visible indication of the depth of cut at all times
15 3) Uniformly mixes the materials
16 C. Pulverization
17 1. Pulverize or scarify existing material after shaping so that 100 percent by dry
18 weight passes a 1 inch sieve, and 80 percent by dry weight passes a No. 4 sieve
19 exclusive of gravel or stone retained in sieves.
20 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2
21 inch sieve,and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or
22 stone retained in sieves.
23 D. Cement Application
24 1. Spread by an approved dry or slurry method uniformly on the soil at the rate
25 specified on the Drawings
26 2. If a bulk cement spreader is used,position by string lines or other approved method
27 during spreading to insure a uniform distribution of cement.
28 3. Apply to an area that all the operations can be continuous and completed in daylight
29 within 6-hours of initial application.
30 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of
31 soil and cement during dry-mixing operations
32 5. Do not exceed the specified optimum moisture content for the soil and cement
33 mixture.
34 6. No equipment,except that used in the spreading and mixing, allowed to pass over
35 the freshly spread cement until it is mixed with the soil.
36 E. Mixing
37 1. Thoroughly mix the material and cement using approved equipment.
38 2. Mix until a homogeneous,friable mixture of material and cement is obtained,free
39 from all clods and lumps.
40 3. Keep mixture within moisture tolerances throughout the operation.
41 4. Spread and shape the completed mixture in a uniform layer.
42 5. After mixing,the City shall sample the mixture at roadway moisture and test in
43 accordance with Tex 101 E,Part III,to determine compliance with the gradation
44 requirements in Table 1.
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321133-5
CEMENT TREATED BASE COURSES
Page 5 of 7
1 Table 1
2 Gradation Requirements Minimum % Passing
Sieve Size Base
1-3/4 in. 100
3/4 in. 85
No.4 60
3 F. Compaction
4 1. Prior to the beginning of compaction,the mixture shall be in a loose condition for
5 its full depth.
6 2. Compact material to at least 95-percent of the maximum density as determined by
7 ASTM D698.
8 3. At the start of compaction,the percentage of moisture in the mixture and in un-
9 pulverized soil lumps shall be less than the quantity which shall cause the soil-
10 cement mixture to become unstable during compaction and finishing.
11 4. When the uncompacted soil-cement mixture is wetted by rain so that the average
12 moisture content exceeds the tolerance given at the time of final compaction,the
13 entire section shall be reconstructed in accordance with this specification at the sole
14 expense of the Contractor.
15 5. The specified optimum moisture content and density shall be determined in the
16 field on the representative samples of soil-cement mixture obtained from the area
17 being processed.
18 6. Final moisture content shall be within minus-2 to plus-4-of-optimum.
19 7. Begin compaction after mixing and after gradation and moisture requirements have
20 been met.
21 8. Begin compaction at the bottom and continue until the entire depth of the mixture is
22 uniformly compacted.
23 9. Uniformly compact the mixture to the specified density within 2-hours.
24 10. After the soil and cement mixture is compacted uniformly apply water as needed
25 and thoroughly mix in.
26 11. Reshape the surface to the required lines, grades and cross section and then lightly
27 scarify to loosen any imprint left by the compacting or shaping equipment.
28 G. Maintenance
29 1. Maintain the soil-cement treatment in good condition from the time it first starts
30 work until all work shall is completed.
31 2. Maintenance includes immediate repairs of any defect that may occur after the
32 cement is applied.
33 3. Maintenance work shall be done by the Contractor at the Contractor's expense and
34 repeated as often as necessary to keep the area continuously intact.
35 4. Repairs are to be made in such a manner as to insure restoration of a uniform
36 surface for the full depth of treatment.
37 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at
38 least 2 inches,filling the area with treated material and compacting.
39 6. Remedy any low area of subbase or base shall by replacing the material for the full
40 depth of subbase or base treatment rather than adding a thin layer of stabilized
41 material to the completed work.
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321133-6
CEMENT TREATED BASE COURSES
Page 6 of 7
1 H. Finishing
2 1. After completing compaction of the final course,clip, skin, or tight-blade the
3 surface of the cement-treated material with a maintainer or subgrade trimmer to a
4 depth of approximately 1/4 inch.
5 2. Remove loosened material and dispose of at an approved location.
6 3. Roll the clipped surface immediately with a pneumatic tire roller adding small
7 increments of moisture as needed and until a smooth surface is attained.
8 4. Add small amounts of water as needed during rolling. Shape and maintain the
9 course and surface in conformity with the typical sections, lines, and grades shown
10 on the Drawings or as directed.
11 5. Surface compaction and finishing shall proceed in such a manner as to produce,in
12 not more than 2-hours,a smooth,closely knit surface,free of cracks,ridges or loose
13 material,conforming to the drawn grade and line shown on the Drawings.
14 6. After the final layer or course of the cement modified soil has been compacted,it
15 shall be brought to the required lines and grades in accordance with the typical
16 sections.
17 7. The completed section shall then be finished by rolling with a pneumatic tire or
18 other suitable roller sufficiently to create micro cracking.
19 I. Curing
20 1. General
21 a. Cure for at least 48 hours.
22 b. Maintain the moisture content during curing at no lower than 2 percentage
23 points below optimum.
24 2. Curing method depends on finished pavement type:
25 a. Concrete pavement:
26 1) Sprinkle with water
27 2) Maintain moisture during curing
28 3) Do not allow equipment on the finished course during curing except as
29 required for sprinkling,unless otherwise approved.
30 b. Asphalt Pavement:
31 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard.
32 2) Do not allow equipment on the finished course during curing
33 3. Continue curing until paving operations begin.
34 3.5 REPAIR/RESTORATION[NOT USED]
35 3.6 RE-INSTALLATION [NOT USED]
36 3.7 FIELD QUALITY CONTROL
37 A. Density Test
38 1. City Project Representative must be on site during density testing
39 2. City to measure density of cement treated base course in accordance with ASTM
40 D6938.
41 3. Spacing directed by City(1 per block minimum).
42 4. City Project Representative determines density testing locations.
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321133-7
CEMENT TREATED BASE COURSES
Page 7 of 7
1 B. Depth Test
2 1. Take minimum of one core per 500 linear feet per each direction of travel
3 staggering test location in each lane to determine in-place depth.
4 2. City Project Representative determines depth testing locations.
5 3.8 SYSTEM STARTUP [NOT USED]
6 3.9 ADJUSTING[NOT USED]
7 3.10 CLEANING[NOT USED]
8 3.11 CLOSEOUT ACTIVITIES [NOT USED]
9 3.12 PROTECTION[NOT USED]
to 3.13 MAINTENANCE [NOT USED]
11 3.14 ATTACHMENTS [NOT USED]
12 END OF SECTION
13
Revision Log
DATE NAME SUMMARY OF CHANGE
14
CITY OF FORT WORTH HMAC STRET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321216-1
ASPHALT PAVING
Page 1 of 25
1 SECTION 32 12 16
2 ASPHALT PAVING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Constructing a pavement layer composed of a compacted, dense-graded mixture of
7 aggregate and asphalt binder for surface or base courses
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 01 17 -Permanent Asphalt Paving Repair
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Asphalt Pavement
17 a. Measurement
18 1) Measurement for this Item shall be by the square yard of completed and
19 accepted asphalt pavement in its final position for various:
20 a) Thicknesses
21 b) Types
22 b. Payment
23 1) The work performed and materials furnished in accordance with this Item
24 and measured as provided under"Measurement"will be paid for at the unit
25 price bid per
26 c. The price bid shall include:
27 1) Shaping and fine grading the placement area
28 2) Furnishing,loading,unloading, storing,hauling and handling all materials
29 including freight and royalty
30 3) Traffic control for all testing
31 4) Asphalt, aggregate, and additive
32 5) Materials and work needed for corrective action
33 6) Trial batches
34 7) Tack coat
35 8) Removal and/or sweeping excess material
36 2. H.M.A.C. Transition
37 a. Measurement
38 1) Measurement for this Item shall be by the ton of composite Hot Mix
39 Asphalt required for H.M.A.C. Transition.
40 b. Payment
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321216-2
ASPHALT PAVING
Page 2 of 25
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 per ton of Hot Mix Asphalt.
4 c. The price bid shall include:
5 1) Shaping and fine grading the roadbed
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 3. Asphalt Base Course
15 a. Measurement
16 1) Measurement for this Item shall be by the square yard of Asphalt Base
17 Course completed and accepted in its final position for:
18 a) Various thicknesses
19 b) Various types
20 b. Payment
21 1) The work performed and materials furnished in accordance with this Item
22 and measured as provided under"Measurement"will be paid for at the unit
23 price bid per square yard of Asphalt Base Course.
24 c. The price bid shall include:
25 1) Shaping and fine grading the roadbed
26 2) Furnishing,loading,unloading, storing,hauling and handling all materials
27 including freight and royalty
28 3) Traffic control for all testing
29 4) Asphalt, aggregate, and additive
30 5) Materials and work needed for corrective action
31 6) Trial batches
32 7) Tack coat
33 8) Removal and/or sweeping excess material
34 4. H.M.A.C. Pavement Level Up
35 a. Measurement
36 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and
37 accepted in its final position.
38 b. Payment
39 1) The work performed and materials furnished in accordance with this Item
40 and measured as provided under"Measurement" will be paid for at the unit
41 price bid per ton of H.M.A.C.
42 c. The price bid shall include:
43 1) Shaping and fine grading the roadbed
44 2) Furnishing,loading,unloading, storing,hauling and handling all materials
45 including freight and royalty
46 3) Traffic control for all testing
47 4) Asphalt,aggregate, and additive
48 5) Materials and work needed for corrective action
49 6) Trial batches
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1 7) Tack coat
2 8) Removal and/or sweeping excess material
3 5. H.M.A.C. Speed Cushion
4 a. Measurement
5 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion
6 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 each H.M.A.C. Speed Cushion installed and accepted in its
11 final position.
12 c. The price bid shall include:
13 1) Shaping and fine grading the roadbed
14 2) Furnishing,loading,unloading, storing,hauling and handling all materials
15 including freight and royalty
16 3) Traffic control for all testing
17 4) Asphalt,aggregate, and additive
18 5) Materials and work needed for corrective action
19 6) Trial batches
20 7) Tack coat
21 8) Removal and/or sweeping excess material
22 1.3 REFERENCES
23 A. Abbreviations and Acronyms
24 1. RAP(reclaimed asphalt pavement)
25 2. SAC(surface aggregate classification)
26 3. BRSQC (Bituminous Rated Source Quality Catalog)
27 4. AQMP(Aggregate Quality Monitoring Program)
28 5. H.M.A.C. (Hot Mix Asphalt Concrete)
29 6. WMA(Warm Mix Asphalt)
30 B. Reference Standards
31 1. Reference standards cited in this specification refer to the current reference standard
32 published at the time of the latest revision date logged at the end of this
33 specification,unless a date is specifically cited.
34 2. National Institute of Standards and Technology(NIST)
35 a. Handbook 44 -2007 Edition: Specifications,Tolerances, and Other Technical
36 Requirements for Weighing and Measuring Devices
37 3. ASTM International(ASTM):
38 a. ASTM D6084-06 Standard Test Method for Elastic Recovery of Bituminous
39 Materials by Ductilometer
40 4. American Association of State Highway and Transportation Officials
41 a. MP2 Standard Specification for Superpave Volumetric Mix Design
42 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
43 (HMA)
44 c. T 201, Kinematic Viscosity of Asphalts(Bitumens)
45 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
46 Viscometer
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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1 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder
2 Using Rotational Viscometer
3 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt
4 Binder Using the Bending Beam Rheometer(BBR)
5 5. Texas Department of Transportation
6 a. Bituminous Rated Source Quality Catalog(BRSQC)
7 b. TEX 100-E, Surveying and Sampling Soils for Highways
8 c. Tex 106-E, Calculating the Plasticity Index of Soils
9 d. Tex 107-E,Determining the Bar Linear Shrinkage of Soils
10 e. Tex 200-F,Sieve Analysis of Fine and Coarse Aggregates
11 f. Tex 203-F, Sand Equivalent Test
12 g. Tex-204-F,Design of Bituminous Mixtures
13 h. Tex-207-F,Determining Density of Compacted Bituminous Mixtures
14 i. Tex 217-F,Determining Deleterious Material and Decantation Test for Coarse
15 Aggregates
16 j. Tex-226-F, Indirect Tensile Strength Test
17 k. Tex-227-F,Theoretical Maximum Specific Gravity of Bituminous Mixtures
18 1. Tex-243-F, Tack Coat Adhesion
19 In. Tex-244-F, Thermal profile of Hot Mix Asphalt
20 n. Tex 280-F,Determination of Flat and Elongated Particles
21 o. Tex 406-A,Material Finer Than 75 µm(No. 200) Sieve in Mineral Aggregates
22 (Decantation Test for Concrete Aggregates)
23 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete
24 q. Tex 410-A,Abrasion of Coarse Aggregate using the Los Angeles Machine
25 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium
26 s. Tex 460-A,Determining Crushed Face Particle Count
27 t. Tex 461-A,Degradation of Coarse Aggregate by Micro-Deval Abrasion
28 u. Sulfate
29 v. Tex-530-C,Effect of Water on Bituminous Paving Mixtures
30 w. Tex-540-C,Measurement of Polymer Separation on Heating in Modified
31 Asphalt Systems
32 x. Tex-541-C,Rolling Thin Film Oven Test for Asphalt Binders
33 y. Tex-920-K,Verifying the Accuracy of Drum Mix Plant Belt Scales
34 z. Tex-921-K,Verifying the Accuracy of Hot Mix Plant Asphalt Meters
35 aa. Tex 923-K,Verifying the Accuracy of Liquid Additive Metering Systems
36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
37 1.5 ACTION SUBMITTALS [NOT USED]
38 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
39 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1.
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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 CONDITIONS
6 A. Weather Conditions
7 1. Place mixture when the roadway surface temperature is equal to or higher than the
8 temperatures listed in Table 1.
9 Table 1
10 Minimum Pavement Surface Temperatures
Minimum Pavement Surface Temperatures in
Degrees Fahrenheit
Originally Specified High Subsurface Layers or Surface Layers Placed in
Temperature Binder Night Paving Operations Daylight Operations
Grade
PG64 or lower 45 50
PG 70 551 601
PG 76 or higher 601 601
11 "Contractors may pave at temperatures 10°F lower than the values shown in Table 1
12 when utilizing a paving process including WMA or equipment that eliminates thermal
13 segregation. In such cases,the contractor must use either a hand held thermal camera
14 or a hand held infrared thermometer operated in accordance with Tex-244-F to
15 demonstrate to the satisfaction of the City that the uncompacted mat has no more than
16 10°F of thermal segregation.
17
18 2. Unless otherwise shown on the Drawings,place mixtures only when weather
19 conditions and moisture conditions of the roadway surface are suitable in the
20 opinion of the City.
21
22 1.12 WARRANTY [NOT USED]
23 PART 2- PRODUCTS
24 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
25 2.2 MATERIALS
26 A. General
27 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
28 the Drawings and specifications.
29 2. Notify the City of all material sources.
30 3. Notify the City before changing any material source or formulation.
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1 4. When the Contractor makes a source or formulation change,the City will verify
2 that the requirements of this specification are met and may require a new laboratory
3 mixture design,trial batch,or both.
4 5. The City may sample and test project materials at any time during the project to
5 verify compliance.
6 6. The depth of the compacted lift should be at least 2 times the nominal maximum
7 aggregate size.
8 B. Aggregate
9 1. General
10 a. Furnish aggregates from sources that conform to the requirements shown in
11 Table 1, and as specified in this Section,unless otherwise shown on the
12 Drawings.
13 b. Provide aggregate stockpiles that meet the definition in this Section for either
14 coarse aggregate or fine aggregate.
15 c. When reclaimed asphalt pavement(RAP)is allowed by Drawing note,provide
16 RAP stockpiles in accordance with this Section.
17 d. Aggregate from RAP is not required to meet Table 2 requirements unless
18 otherwise shown on the Drawings.
19 e. Supply mechanically crushed gravel or stone aggregates that meet the
20 definitions in Tex 100 E.
21 f. Samples must be from materials produced for the project.
22 g. The City will establish the surface aggregate classification(SAC) and perform
23 Los Angeles abrasion,magnesium sulfate soundness,and Micro-Deval tests.
24 h. Perform all other aggregate quality tests listed in Table 2.
25 i. Document all test results on the mixture design report.
26 j. The City may perform tests on independent or split samples to verify
27 Contractor test results.
28 k. Stockpile aggregates for each source and type separately and designate for the
29 City.
30 1. Determine aggregate gradations for mixture design and production testing
31 based on the washed sieve analysis given in Tex 200 F,Part H.
32
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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Table 2
Aggregate Quality Requirements
Property Test Method Requirement
Coarse Aggre ate
SAC AQMP As shown on
Drawings
Deleterious material, percent, max Tex-217-F,Part I 1.5
Decantation, percent,max Tex-217-F,Part II 1.5
Micro-Deval abrasion, percent, max Tex-461-A Note 1
Los Angeles abrasion, percent,max Tex-410-A 40
Magnesium sulfate soundness,5 cycles, percent,max Tex-411-A 30
Coarse aggregate angularity, 2 crushed faces, 3
percent, min Tex 460-A,Part I 85
Flat and elongated particles @ 5:1, percent,max Tex-280-F 10
Fine Aggregate
Linear shrinkage, percent,max I Tex-107-E 3
Combined Aggregate
Sand equivalent, percent,min I Tex-203-F 45
1.Not used for acceptance purposes.Used by the City as an indicator of the need for further investigation.
2.Unless otherwise shown on the Drawings.
3.Unless otherwise shown on the Drawings.Only applies to crushed gravel.
1
In. Coarse Aggregate
2 1) Coarse aggregate stockpiles must have no more than 20 percent material
3 passing the No. 8 sieve.
4 2) Maximum aggregate size should not be over half of the proposed lift depth
5 to prevent particle on particle contact issues.
6 3) Provide aggregates from sources listed in the BRSQC.
7 4) Provide aggregate from unlisted sources only when tested by the City
8 and/or approved before use.
9 5) Allow 30 calendar days for the City to sample,test,and report results for
10 unlisted sources.
11 6) Class B aggregate meeting all other requirements in Table 2 may be
12 blended with a Class A aggregate in order to meet requirements for Class A
13 materials.
14 7) When blending Class A and B aggregates to meet a Class A requirement,
15 ensure that at least 50 percent by weight of the material retained on the
16 No.4 sieve comes from the Class A aggregate source.
17 8) Blend by volume if the bulk specific gravities of the Class A and B
18 aggregates differ by more than 0.300.
19 9) When blending,do not use Class C or D aggregates.
20 10) For blending purposes,coarse aggregate from RAP will be considered as
21 Class B aggregate.
22 11) Provide coarse aggregate with at least the minimum SAC shown on the
23 Drawings.
24 12) SAC requirements apply only to aggregates used on the surface of travel
25 lanes,unless otherwise shown on the Drawings.
26 n. RAP is salvaged,milled,pulverized,broken, or crushed asphalt pavement.
27 1) No RAP permitted for TYPE D H.M.A.C.
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1 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise
2 shown on the Drawings.
3 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch
4 sieve.
5 4) RAP from either Contractor or City,including RAP generated during the
6 project,is permitted only when shown on the Drawings.
7 5) City-owned RAP, if allowed for use,will be available at the location
8 shown on the Drawings.
9 6) When RAP is used, determine asphalt content and gradation for mixture
10 design purposes.
11 7) Perform other tests on RAP when shown on the Drawings.
12 8) When RAP is allowed by plan note,use no more than 30 percent RAP in
13 Type A or B mixtures unless otherwise shown on the Drawings.
14 9) Do not use RAP contaminated with dirt or other objectionable materials.
15 10) Do not use the RAP if the decantation value exceeds 5 percent and the
16 plasticity index is greater than 8.
17 11) Test the stockpiled RAP for decantation in accordance with the laboratory
18 method given in Tex-406-A,Part I.
19 12) Determine the plasticity index using Tex-106-E if the decantation value
20 exceeds 5 percent.
21 13) The decantation and plasticity index requirements do not apply to RAP
22 samples with asphalt removed by extraction.
23 14) Do not intermingle Contractor-owned RAP stockpiles with City-owned
24 RAP stockpiles.
25 15) Remove unused Contractor-owned RAP material from the project site upon
26 completion of the project.
27 16) Return unused City-owned RAP to the designated stockpile location.
28 o. Fine Aggregate
29 1) Fine aggregates consist of manufactured sands, screenings, and field sands.
30 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3.
31 3) Supply fine aggregates that are free from organic impurities.
32 4) The City may test the fine aggregate in accordance with Tex-408-A to
33 verify the material is free from organic impurities.
34 5) At most 15 percent of the total aggregate may be field sand or other
35 uncrushed fine aggregate.
36 6) With the exception of field sand,use fine aggregate from coarse aggregate
37 sources that meet the requirements shown in Table 2,unless otherwise
38 approved.
39 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve,test the
40 stockpile and verify that it meets the requirements in Table 1 for coarse
41 aggregate angularity(Tex-460-A)and flat and elongated particles
42 (Tex-280-F).
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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Revised December 20,2012
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Table 3
Gradation Requirements for Fine Aggregate
percent Passing by Weight or
Sieve Size Volume
3/8" 100
#8 70-100
#200 0-30
1
2 2. Mineral Filler
3 a. Mineral filler consists of finely divided mineral matter such as agricultural
4 lime,crusher fines,hydrated lime, cement, or fly ash.
5 b. Mineral filler is allowed unless otherwise shown on the Drawings.
6 c. Do not use more than 2 percent hydrated lime or cement,unless otherwise
7 shown on the Drawings. The Drawings may require or disallow specific
8 mineral fillers.When used,provide mineral filler that:
9 1) Is sufficiently dry, free-flowing, and free from clumps and foreign matter;
10 2) Does not exceed 3 percent linear shrinkage when tested in accordance with
11 Tex-107-E; and meets the gradation requirements in Table 4.
12 Table 4
13 Gradation Requirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
#8 100
#200 55-100
14
15 3. Baghouse Fines
16 a. Fines collected by the baghouse or other dust-collecting equipment may be
17 reintroduced into the mixing drum
18 4. Asphalt Binder
19 a. Furnish the type and grade of performance-graded(PG)asphalt binder specified
20 as follows:
21 1) Performance-Graded Binders (PG Binders)
22 a) Must be smooth and homogeneous
23 b) Show no separation when tested in accordance with Tex-540-C
24 c) Meet Table 5 requirements
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
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321216-12
ASPHALT PAVING
Page 12 of 25
1
2 b. Separation testing is not required if:
3 1) A modifier is introduced separately at the mix plant either by injection in
4 the asphalt line or mixer,
5 2) The binder is blended on site in continuously agitated tanks,or binder
6 acceptance is based on field samples taken from an in-line sampling port at
7 the hot mix plant after the addition of modifiers.
8 5. Tack Coat
9 a. Unless otherwise shown on the Drawings or approved,furnish CSS-1H, SS-1H,
10 or a PG binder with a minimum high-temperature grade of PG 58 for tack coat
11 binder in accordance with Section 2.2.A.5.
12 6. Additives
13 a. General
14 1) When shown on the Drawings,use the type and rate of additive specified.
15 2) Other additives that facilitate mixing or improve the quality of the mixture
16 may be allowed when approved.
17 b. Liquid Antistripping Agent
18 1) Furnish and incorporate all required asphalt antistripping agents in asphalt
19 concrete paving mixtures and asphalt-stabilized base mixtures to meet
20 moisture resistance testing requirements.
21 2) Provide a liquid antistripping agent that is uniform and shows no evidence
22 of crystallization, settling, or separation.
23 3) Ensure that all liquid antistripping agents arrive in:
24 a) Properly labeled and unopened containers, as shipped from the
25 manufacturer,or
26 b) Sealed tank trucks with an invoice to show contents and quantities
27 c) Provide product information to the City including:
28 (1) Material safety data sheet
29 (2) Specific gravity of the agent at the manufacturer's recommended
30 addition temperature,
31 (3) Manufacturer's recommended dosage range, and
32 (4) Handling and storage instructions
33 4) Addition of lime or a liquid antistripping agent at the Mix Plant,
34 incorporate into the binder as follows:
35 a) Handle in accordance with the manufacturer's recommendations.
36 b) Add at the manufacturer's recommended addition temperature.
37 c) Add into the asphalt line by means of an in-line-metering device.
38 c. Liquid Asphalt Additive Meters
39 1) Provide a means to check the accuracy of meter output for asphalt primer,
40 fluxing material, and liquid additives.
41 2) Furnish a meter that reads in increments of 0.1 gal. or less.
42 3) Verify accuracy of the meter in accordance with Tex-923-K.
43 4) Ensure the accuracy of the meter within 5.0 percent.
44 7. Mixes
45 a. Design Requirements
46 1) Unless otherwise shown on the Drawings,use the typical weight design
47 example given in Tex-204-F,Part I,to design a mixture meeting the
48 requirements listed in Tables 2 through 8.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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1 2) Furnish the City with representative samples of all materials used in the
2 mixture design.
3 3) The City will verify the mixture design.
4 4) If the design cannot be verified by the City,furnish another mixture design.
5
Table 6
Master Gradation Bands (percent Passing by Weight or Volume)
and Volumetric Properties
Sieve B C D
Size Fine Coarse Fine
Base Surface Surface
1-1/2" - - -
1" 98.0-100.0 - -
3/4" 84.0-98.0 95.0-100.0 -
1/2" - - 98.0-100.0
3/8" 60.0-80.0 70.0-85.0 85.0-100.0
#4 40.0-60.0 43.0-63.0 50.0-70.0
#8 29.0-43.0 32.0-44.0 35.0-46.0
#30 13.0-28.0 14.0-28.0 15.0-29.0
#50 6.0-20.0 7.0-21.0 7.0-20.0
#200 2.0-7.0 2.0-7.0 2.0-7.0
Design VMA', percent Minimum
13.0 1 14.0 15.0
Plant-Produced VMA, percent Minimum
12.0 13.0 14.0
1.Voids in Mineral Aggregates.
6
7
g Table 7
9 Laboratory Mixture Design Properties
10 i0 Property Test Method Requirement
12 Target laboratory-molded density, percent Tex-207-F 96.0
13 Tensile strength(dry),psi (molded to 93 Tex-226-17 85-2002
14 percent±l percent density)
15 Boil test Tex-530-C -
16 1.Unless otherwise shown on the Drawings.
17 2.May exceed 200 psi when approved and may be waived when approved.
18 3.Used to establish baseline for comparison to production results.May be waived when
19 approved.
20 8. Warm Mix Asphalt(WMA)
21 a. WMA is defined as additives or processes that allow a reduction in the
22 temperature at which asphalt mixtures are produced and placed.
23 b. WMA is allowed for use at the Contractor's option unless otherwise shown on
24 the Drawings.
25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and
26 275 degrees F.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
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1 d. When WMA is not required by Drawings,produce an asphalt mixture within
23 the temperature range of 215 degrees F and 275 degrees F.
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL[NOT USED]
6 PART 3 - EXECUTION
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION[NOT USED]
9 3.3 PREPARATION
10 A. Hauling Operations
11 1. Before use,clean all truck beds to ensure mixture is not contaminated.
12 2. When a release agent is necessary to coat truck beds,use a release agent approved
13 by the City.
14 3. Petroleum based products, such as diesel fuel, should not be used.
15 4. If wind,rain,temperature or haul distance impacts cooling, insulate truck beds or
16 cover the truck bed with tarpaulin.
17 5. If haul time in project is to be greater than 30 minutes,insulate truck beds or cover
18 the truck bed with tarpaulin.
19 3.4 INSTALLATION
20 A. Equipment
21 1. General
22 a. Provide required or necessary equipment to produce,haul,place,compact, and
23 core asphalt concrete pavement.
24 b. Ensure weighing and measuring equipment complies with specification.
25 c. Synchronize equipment to produce a mixture meeting the required proportions.
26 2. Production Equipment
27 a. Provide:
28 1) Drum-mix type,weigh-batch, or modified weigh-batch mixing plants that
29 ensure a uniform, continuous production
30 2) Automatic proportioning and measuring devices with interlock cut-off
31 circuits that stop operations if the control system malfunctions
32 3) Visible readouts indicating the weight or volume of asphalt and aggregate
33 proportions
34 4) Safe and accurate means to take required samples by inspection forces
35 5) Permanent means to check the output of metering devices and to perform
36 calibration and weight checks
37 6) Additive-feed systems to ensure a uniform, continuous material flow in the
38 desired proportion
39 3. Weighing and Measuring Equipment
40 a. General
41 1) Provide weighing and measuring equipment for materials measured or
42 proportioned by weight or volume.
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1 2) Provide certified scales, scale installations, and measuring equipment
2 meeting the requirements of NIST Handbook 44, except that the required
3 accuracy must be 0.4 percent of the material being weighed or measured.
4 3) Furnish leak-free weighing containers large enough to hold a complete
5 batch of the material being measured.
6 b. Truck Scales
7 1) Furnish platform truck scales capable of weighing the entire truck or truck-
8 trailer combination in a single draft.
9 c. Aggregate Batching Scales
10 1) Equip scales used for weighing aggregate with a quick adjustment at zero
11 that provides for any change in tare.
12 2) Provide a visual means that indicates the required weight for each
13 aggregate.
14 d. Suspended Hopper
15 1) Provide a means for the addition or the removal of small amounts of
16 material to adjust the quantity to the exact weight per batch.
17 2) Ensure the scale equipment is level.
18 e. Belt Scales
19 1) Use belt scales for proportioning aggregate that are accurate to within 1.0
20 percent based on the average of 3 test runs, where no individual test run
21 exceeds 2.0 percent when checked in accordance with Tex-920-K.
22 f. Asphalt Material Meter
23 1) Provide an asphalt material meter with an automatic digital display of the
24 volume or weight of asphalt material.
25 2) Verify the accuracy of the meter in accordance with Tex-921-K.
26 3) When using the asphalt meter for payment purposes,ensure the accuracy of
27 the meter is within 0.4 percent.
28 4) When used to measure component materials only and not for payment,
29 ensure the accuracy of the meter is within 1.0 percent.
30 g. Liquid Asphalt Additive Meters
31 1) Provide a means to check the accuracy of meter output for asphalt primer,
32 fluxing material,and liquid additives.
33 2) Furnish a meter that reads in increments of 0.1 gallon or less.
34 3) Verify accuracy of the meter in accordance with Tex-923-K.
35 4) Ensure the accuracy of the meter within 5.0 percent.
36 4. Drum-Mix Plants.Provide a mixing plant that complies with the requirements
37 below.
38 a. Aggregate Feed System
39 1) Provide:
40 a) A minimum of 1 cold aggregate bin for each stockpile of individual
41 materials used to produce the mix
42 b) Bins designed to prevent overflow of material
43 c) Scalping screens or other approved methods to remove any oversized
44 material,roots,or other objectionable materials
45 d) A feed system to ensure a uniform,continuous material flow in the
46 desired proportion to the dryer
47 e) An integrated means for moisture compensation
48 f) Belt scales,weigh box, or other approved devices to measure the
49 weight of the combined aggregate
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1 g) Cold aggregate bin flow indicators that automatically signal interrupted
2 material flow
3 b. Reclaimed Asphalt Pavement(RAP)Feed System
4 1) Provide a separate system to weigh and feed RAP into the hot mix plant.
5 c. Mineral Filler Feed System
6 1) Provide a closed system for mineral filler that maintains a constant supply
7 with minimal loss of material through the exhaust system.
8 2) Interlock the measuring device into the automatic plant controls to
9 automatically adjust the supply of mineral filler to plant production and
10 provide a consistent percentage to the mixture.
I l d. Heating,Drying,and Mixing Systems
12 1) Provide:
13 a) A dryer or mixing system to agitate the aggregate during heating
14 b) A heating system that controls the temperature during production to
15 prevent aggregate and asphalt binder damage
16 c) A heating system that completely burns fuel and leaves no residue
17 d) A recording thermometer that continuously measures and records the
18 mixture discharge temperature
19 e) Dust collection system to collect excess dust escaping from the drum.
20 e. Asphalt Binder Equipment
21 1) Supply equipment to heat binder to the required temperature.
22 2) Equip the heating apparatus with a continuously recording thermometer
23 located at the highest temperature point.
24 3) Produce a 24 hour chart of the recorded temperature.
25 4) Place a device with automatic temperature compensation that accurately
26 meters the binder in the line leading to the mixer.
27 5) Furnish a sampling port on the line between the storage tank and mixer.
28 Supply an additional sampling port between any additive blending device
29 and mixer.
30 f. Mixture Storage and Discharge
31 1) Provide a surge-storage system to minimize interruptions during operations
32 unless otherwise approved.
33 2) Furnish a gob hopper or other device to minimize segregation in the bin.
34 3) Provide an automated system that weighs the mixture upon discharge and
35 produces a ticket showing:
36 a) Date
37 b) Project identification number
38 c) Plant identification
39 d) Mix identification
40 e) Vehicle identification
41 f) Total weight of the load
42 g) Tare weight of the vehicle
43 h) Weight of mixture in each load
44 i) Load number or sequential ticket number for the day
45 g. Truck Scales
46 1) Provide standard platform scales at an approved location.
47 5. Weigh-Batch Plants.Provide a mixing plant that complies with Section 2.2.B.4
48 "Drum-Mix Plants,"except as required below:
49 a. Screening and Proportioning
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1 1) Provide enough hot bins to separate the aggregate and to control
2 proportioning of the mixture type specified.
3 a) Supply bins that discard excessive and oversized material through
4 overflow chutes.
5 b) Provide safe access for inspectors to obtain samples from the hot bins.
6 b. Aggregate Weigh Box and Batching Scales
7 1) Provide a weigh box and batching scales to hold and weigh a complete
8 batch of aggregate.
9 2) Provide an automatic proportioning system with low bin indicators that
10 automatically stop when material level in any bin is not sufficient to
I i complete the batch.
12 c. Asphalt Binder Measuring System
13 1) Provide bucket and scales of sufficient capacity to hold and weigh binder
14 for 1 batch.
15 d. Mixer
16 1) Equipment mixers with an adjustable automatic timer that controls the dry
17 and wet mixing period and locks the discharge doors for the required
18 mixing period
19 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage.
20 6. Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section
21 2.2.B.5. "Weigh-Batch Plants,"except as specifically described below.
22 a. Aggregate Feeds
23 1) Aggregate control is required at the cold feeds. Hot bin screens are not
24 required.
25 b. Surge Bins
26 1) Provide 1 or more bins large enough to produce 1 complete batch of
27 mixture.
28 c. Hauling Equipment
29 1) Provide trucks with enclosed sides to prevent asphalt mixture loss.
30 2) Cover each load of mixture with waterproof tarpaulins.
31 3) Before use,clean all truck beds to ensure the mixture is not contaminated.
32 4) When necessary,coat the inside truck beds with an approved release agent
33 from the City.
34 d. Placement and Compaction Equipment
35 1) Provide equipment that does not damage underlying pavement.
36 2) Comply with laws and regulations concerning overweight vehicles.
37 3) When permitted,other equipment that will consistently produce satisfactory
38 results may be used.
39 7. Asphalt Paver
40 a. General
41 1) Furnish a paver that will produce a finished surface that meets longitudinal
42 and transverse profile,typical section,and placement requirements.
43 2) Ensure the paver does not support the weight of any portion of hauling
44 equipment other than the connection.
45 3) Provide loading equipment that does not transmit vibrations or other
46 motions to the paver that adversely affect the finished pavement quality.
47 4) Equip the paver with an automatic,dual,longitudinal-grade control system
48 and an automatic,transverse-grade control system.
49 b. Tractor Unit
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1 1) Supply a tractor unit that can push or propel vehicles,dumping directly into
2 the finishing machine to obtain the desired lines and grades to eliminate any
3 hand finishing.
4 2) Equip the unit with a hitch sufficient to maintain contact between the
5 hauling equipment's rear wheels and the finishing machine's pusher rollers
6 while mixture is unloaded.
7 c. Screed
8 1) Provide a heated compacting screed that will produce a finished surface
9 that meets longitudinal and transverse profile,typical section, and
10 placement requirements.
11 2) Screed extensions must provide the same compacting action and heating as
12 the main unit unless otherwise approved.
13 d. Grade Reference
14 1) Provide a grade reference with enough support that the maximum
15 deflection does not exceed 1/16 inch between supports.
16 2) Ensure that the longitudinal controls can operate from any longitudinal
17 grade reference including a string line, ski,mobile string line,or matching
18 shoes.
19 3) Furnish paver skis or mobile string line at least 40 feet long unless
20 otherwise approved.
21 8. Material Transfer Devices
22 a. Provide the specified type of device when shown on the Drawings.
23 b. Ensure the devices provide a continuous,uniform mixture flow to the asphalt
24 paver.
25 c. When used,provide windrow pick-up equipment constructed to pick up
26 substantially all roadway mixture placed in the windrow.
27 9. Remixing Equipment
28 a. When required,provide equipment that includes a pug mill, variable pitch
29 augers, or variable diameter augers operating under a storage unit with a
30 minimum capacity of 8 tons.
31 10. Motor Grader
32 a. When allowed,provide a self-propelled grader with a blade length of at least 12
33 feet and a wheelbase of at least 16 feet.
34 11. Handheld Infrared Thermometer
35 a. Provide a handheld infrared thermometer meeting the requirements of
36 Tex-244-F.
37 12. Rollers
38 a. The Contractor may use any type of roller to meet the production rates and
39 quality requirements of the Contract unless otherwise shown on the Drawings
40 or directed.
41 b. When specific types of equipment are required,use equipment that meets the
42 specified requirements.
43 c. Alternate Equipment
44 1) Instead of the specified equipment,the Contractor may, as approved,
45 operate other compaction equipment that produces equivalent results.
46 2) Discontinue the use of the alternate equipment and furnish the specified
47 equipment if the desired results are not achieved.
48 d. City may require Contractor to substitute equipment if production rate and
49 quality requirements of the Contract are not met.
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1 13. Straightedges and Templates.Furnish 10 foot straightedges and other templates as
2 required or approved.
3 14. Distributor vehicles
4 a. Furnish vehicle that can achieve a uniform tack coat placement.
5 b. The nozzle patterns, spray bar height and distribution pressure must work
6 together to produce uniform application.
7 c. The vehicle should be set to provide a"double lap"or"triple lap"coverage.
8 d. Nozzle spray patterns should be identical to one another along the distributor
9 spray bar.
10 e. Spray bar height should remain constant.
11 f. Pressure within the distributor must be capable of forcing the tack coat material
12 out of spray nozzles at a constant rate.
13 15. Coring Equipment
14 a. When coring is required,provide equipment suitable to obtain a pavement
15 specimen meeting the dimensions for testing.
16 B. Construction
17 1. Design,produce, store, transport,place, and compact the specified paving mixture
18 in accordance with the requirements of this Section.
19 2. Unless otherwise shown on the Drawings,provide the mix design.
20 3. The City will perform quality assurance(QA)testing.
21 4. Provide quality control(QC)testing as needed to meet the requirements of this
22 Section.
23 C. Production Operations
24 1. General
25 a. The City may suspend production for noncompliance with this Section.
26 b. Take corrective action and obtain approval to proceed after any production
27 suspension for noncompliance.
28 2. Operational Tolerances
29 a. Stop production if testing indicates tolerances are exceeded on any of the
30 following:
31 1) 3 consecutive tests on any individual sieve
32 2) 4 consecutive tests on any of the sieves
33 3) 2 consecutive tests on asphalt content
34 b. Begin production only when test results or other information indicate,to the
35 satisfaction of the City,that the next mixture produced will be within Table 9
36 tolerances.
37 3. Storage and Heating of Materials
38 a. Do not heat the asphalt binder above the temperatures specified in Section
39 2.2.A. or outside the manufacturer's recommended values.
40 b. On a daily basis,provide the City with the records of asphalt binder and hot-
41 mix asphalt discharge temperatures in accordance with Table 10.
42 c. Unless otherwise approved,do not store mixture for a period long enough to
43 affect the quality of the mixture,nor in any case longer than 12 hours.
44 4. Mixing and Discharge of Materials
45 a. Notify the City of the target discharge temperature and produce the mixture
46 within 25 degrees F of the target.
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1 b. Monitor the temperature of the material in the truck before shipping to ensure
2 that it does not exceed 350 degrees F. The City will not pay for or allow
3 placement of any mixture produced at more than 350 degrees F.
4 c. Control the mixing time and temperature so that substantially all moisture is
5 removed from the mixture before discharging from the plant.
6 D. Placement Operations
7 1. Place the mixture to meet the typical section requirements and produce a smooth,
8 finished surface or base course with a uniform appearance and texture.
9 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches.
10 3. Place mixture so longitudinal joints on the surface course coincide with lane lines,
11 or as directed. Ensure that all finished surfaces will drain properly.
12 4. When End Dump Trucks are used,ensure the bed does not contact the paver when
13 raised.
14 5. Placement can be performed by hand in situations where the paver cannot place it
15 adequately due to space restrictions.
16 6. Hand-placing should be minimized to prevent aggregate segregation and surface
17 texture issues.
18 7. All hand placement shall be checked with a straightedge or template before rolling
19 to ensure uniformity.
20 8. Place mixture within the compacted lift thickness shown in Table 9,unless
21 otherwise shown on the Drawings or otherwise directed.
22 Table 9
23 Com acted Lift Thickness and Required Core Hei ht
Compacted Lift Thickness
Mixture Type Minimum Maximum
(in.) (in.)
B 2.00 3.00
C 2.00 2.50
D 1.50 2.00
24
25 9. Tack Coat
26 a. Clean the surface before placing the tack coat.Unless otherwise approved,
27 apply tack coat uniformly at the rate directed by the City.
28 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per
29 square yard of surface area.
30 c. Apply a thin,uniform tack coat to all contact surfaces of curbs, structures, and
31 all joints.
32 d. Prevent splattering of tack coat when placed adjacent to curb,gutter,metal
33 beam guard fence and structures.
34 e. Roll the tack coat with a pneumatic-tire roller when directed.
35 f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive
36 properties.
37 g. The City may suspend paving operations until there is adequate adhesion.
38 h. The tack coat should be placed with enough time to break or set before
39 applying hot mix asphalt layers.
40 i. Traffic should not be allowed on tack coats.
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1 j. When a tacked road surface must be opened to traffic, they should be covered
2 with sand to provide friction and prevent pick-up.
3 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard.
4 10. General placement requirements
5 a. Material should be delivered to maintain a relatively constant head of material
6 in front of the screed.
7 b. The hopper should never be allowed to empty during paving.
8 c. Dumping wings between trucks not allowed. Dispose of at end of days
9 production.
10 E. Lay-Down Operation
11 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture
12 placement temperatures.
13 2. Windrow Operations. When hot mix is placed in windrows, operate windrow
14 pickup equipment so that substantially all the mixture deposited on the roadbed is
15 picked up and loaded into the paver.
16 Table 10
17 Suggested Minimum Mixture Placement Temperature
High-Temperature Minimum Placement
Binder Grade Temperature
(Before Entering Paver)
PG 64 or lower 260°F
PG 70 270°F
PG 76 280°F
PG 82 or higher 290°F
18 F. Compaction
19 1. Use air void control unless ordinary compaction control is specified on the
20 Drawings.
21 2. Avoid displacement of the mixture.If displacement occurs,correct to the
22 satisfaction of the City.
23 3. Ensure pavement is fully compacted before allowing rollers to stand on the
24 pavement.
25 4. Unless otherwise directed,use only water or an approved release agent on rollers,
26 tamps, and other compaction equipment.
27 5. Keep diesel, gasoline, oil, grease,and other foreign matter off the mixture.
28 6. Unless otherwise directed,operate vibratory rollers in static mode when not
29 compacting,when changing directions, or when the plan depth of the pavement mat
30 is less than 1-1/2 inches.
31 7. Use tamps to thoroughly compact the edges of the pavement along curbs,headers,
32 and similar structures and in locations that will not allow thorough compaction with
33 the rollers.
34 8. The City may require rolling with a trench roller on widened areas,in trenches,and
35 in other limited areas.
36 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
37 traffic unless otherwise directed.
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ASPHALT PAVING
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1 10. When directed, sprinkle the finished mat with water or limewater to expedite
2 opening the roadway to traffic.
3 11. Air Void Control
4 a. General
5 1) Compact dense-graded hot-mix asphalt to contain from 5 percent to 9
6 percent in-place air voids.
7 2) Do not increase the asphalt content of the mixture to reduce pavement air
8 voids.
9 b. Rollers
10 1) Furnish the type, size,and number of rollers required for compaction, as
11 approved.
12 2) Use a pneumatic-tire roller to seal the surface,unless otherwise shown on
13 the Drawings.
14 3) Use additional rollers as required to remove any roller marks.
15 c. Air Void Determination
16 1) Unless otherwise shown on the Drawings, obtain 2 roadway specimens at
17 each location selected by the City for in-place air void determination.
18 2) The City will measure air voids in accordance with Tex-207-F and
19 Tex-227-F.
20 3) Before drying to a constant weight,cores may be predried using a Corelok
21 or similar vacuum device to remove excess moisture.
22 4) The City will use the average air void content of the 2 cores to calculate the
23 in-place air voids at the selected location.
24 d. Air Voids Out of Range
25 1) If the in-place air void content in the compacted mixture is below 5 percent
26 or greater than 9 percent,change the production and placement operations
27 to bring the in-place air void content within requirements.
28 e. Test Section
29 1) Construct a test section of 1 lane-width and at most 0.2 miles in length to
30 demonstrate that compaction to between 5 percent and 9 percent in-place
31 air voids can be obtained.
32 2) Continue this procedure until a test section with 5 percent to 9 percent in-
33 place air voids can be produced.
34 3) The City will allow only 2 test sections per day.
35 4) When a test section producing satisfactory in-place air void content is
36 placed, resume full production.
37 12. Ordinary Compaction Control
38 a. Furnish the type, size,and number of rollers required for compaction, as
39 approved. Furnish at least 1 medium pneumatic-tire roller(minimum 12-ton
40 weight).
41 b. Use the control strip method given in Tex-207-F,Part IV,to establish rolling
42 patterns that achieve maximum compaction.
43 c. Follow the selected rolling pattern unless changes that affect compaction occur
44 in the mixture or placement conditions.
45 d. When such changes occur,establish a new rolling pattern.
46 e. Compact the pavement to meet the requirements of the Drawings and
47 specifications.
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1 f. When rolling with the 3-wheel,tandem or vibratory rollers, start by first rolling
2 the joint with the adjacent pavement and then continue by rolling longitudinally
3 at the sides.
4 g. Proceed toward the center of the pavement, overlapping on successive trips by
5 at least 1 ft.,unless otherwise directed.
6 h. Make alternate trips of the roller slightly different in length.
7 i. On superelevated curves,begin rolling at the low side and progress toward the
8 high side unless otherwise directed.
9 G. Irregularities
10 1. Identify and correct irregularities including,but not limited to segregation,rutting,
11 raveling,flushing,fat spots,mat slippage,irregular color, irregular texture,roller
12 marks,tears, gouges, streaks,uncoated aggregate particles, or broken aggregate
13 particles.
14 2. The City may also identify irregularities, and in such cases,the City shall promptly
15 notify the Contractor.
16 3. If the City determines that the irregularity will adversely affect pavement
17 performance,the City may require the Contractor to remove and replace(at the
18 Contractor's expense) areas of the pavement that contain the irregularities and areas
19 where the mixture does not bond to the existing pavement.
20 4. If irregularities are detected,the City may require the Contractor to immediately
21 suspend operations or may allow the Contractor to continue operations for no more
22 than 1 day while the Contractor is taking appropriate corrective action.
23 5. The City may suspend production or placement operations until the problem is
24 corrected.
25 6. At the expense of the Contractor and to the satisfaction of the City,remove and
26 replace any mixture that does not bond to the existing pavement or that has other
27 surface irregularities identified above.
28 3.5 REPAIR
29 A. See Section 32 01 17.
30 3.6 QUALITY CONTROL
31 A. Production Testing
32 1. Perform production tests to verify asphalt paving meets the performance standard
33 required in the Drawings and specifications.
34 2. City to measure density of asphalt paving with nuclear gauge.
35 3. City to core asphalt paving from the normal thickness of section once acceptable
36 density achieved. City identifies location of cores.
37 a. Minimum core diameter: 4 inches
38 b. Minimum spacing: 200 feet
39 c. Minimum of 1 core every block
40 d. Alternate lanes between core
41 4. City to use cores to determine pavement thickness and calculate theoretical density.
42 a. City to perform theoretical density test a minimum of 1 per day per street.
43 B. Density Test
44 1. The average measured density of asphalt paving must meet specified density.
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1 2. Average of measurements per street not meeting the minimum specified strength
2 shall be subject to the money penalties or removal and replacement at the
3 Contractor's expense as show in Table 11.
4
5 Table 11
6 Density Payment Schedule
Percent Rice Percent of Contract Price Allowed
89 and lower remove and replace at the entire cost and expense of Contractor as
directed by City.
90 75-percent
91-93 100-percent
94 90-percent
95 75-percent
Over 95 remove and replace at the entire cost and expense of Contractor as
directed by City.
7
8 3. The amount of penalty shall be deducted from payment due to Contractor.
9 4. These requirements are in addition to the requirements of Article 1.2.
10 C. Pavement Thickness Test
I l 1. City measure each core thickness by averaging at least 3 measurements.
12 2. The number of tests and location shall be at the discretion of the City,unless
13 otherwise specified in the special provisions or on the Drawings.
14 3. In the event a deficiency in the thickness of pavement is revealed during production
15 testing, subsequent tests necessary to isolate the deficiency shall be at the
16 Contractor's expense.
17 4. The cost for additional coring test shall be at the same rate charged by commercial
18 laboratories.
19 5. Where the average thickness of pavement in the area found to be deficient,payment
20 shall be made at an adjusted price as specified in Table 12.
21
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1 Table 12
2 Thickness Deficiency Penalties
Deficiency in Thickness Proportional Part
Determined by Cores Of Contract Price
Greater Than 0 percent-Not More than 10 percent 90 percent
Greater Than 10 percent-Not More than 15 percent 80 percent
remove and replace at
Greater Than 15 percent the entire cost and
expense of Contractor
as directed by City.
3
4 6. If, in the judgment of the City,the area of such deficiency warrants removal,the
5 area shall be removed and replaced, at the Contractor's entire expense, with asphalt
6 paving of the thickness shown on the Drawings.
7 7. No additional payment over the contract unit price shall be made for any pavement
8 of a thickness exceeding that required by the Drawings.
9 3.7 FIELD QUALITY CONTROL [NOT USED]
10 3.8 SYSTEM STARTUP[NOT USED]
11 3.9 ADJUSTING [NOT USED]
12 3.10 CLEANING [NOT USED]
13 3.11 CLOSEOUT ACTIVITIES [NOT USED]
14 3.12 PROTECTION [NOT USED]
15 3.13 MAINTENANCE [NOT USED]
16 3.14 ATTACHMENTS [NOT USED]
17 END OF SECTION
18
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.2.A—Modified items to be included in price bid
19
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321320-1
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 1 of 5
1 SECTION 3213 20
2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Concrete sidewalks
7 2. Driveways
8 3. Barrier free ramps
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
11 C. Related Specification Sections include,but are not necessarily limited to:
12 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract
13 2. Division 1 -General Requirements
14 3. Section 02 41 13 - Selective Site Demolition
15 4. Section 32 13 13 -Concrete Paving
16 5. Section 32 13 73 -Concrete Paving Joint Sealants
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Concrete Sidewalk
20 a. Measurement
21 1) Measurement for this Item shall be by the square foot of completed and
22 accepted Concrete Sidewalk in its final position for various:
23 a) Thicknesses
24 b) Types
25 b. Payment
26 1) The work performed and materials furnished in accordance with this Item
27 and measured as provided under"Measurement"will be paid for at the unit
28 price bid per square foot of Concrete Sidewalk.
29 c. The price bid shall include:
30 1) Excavating and preparing the subgrade
31 2) Furnishing and placing all materials
32 2. Concrete Driveway
33 a. Measurement
34 1) Measurement for this Item shall be by the square foot of completed and
35 accepted Concrete Driveway in its final position for various:
36 a) Thicknesses
37 b) Types
38 2) Dimensions will be taken from the back of the projected curb,including the
39 area of the curb radii and will extend to the limits specified in the
40 Drawings.
41 3) Sidewalk portion of drive will be included in driveway measurement.
42 4) Curb on drive will be included in the driveway measurement.
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CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 2 of 5
1 b. Payment
2 1) The work performed and materials furnished in accordance with this Item
3 and measured as provided under"Measurement"will be paid for at the unit
4 price bid per square foot of Concrete Driveway.
5 c. The price bid shall include:
6 1) Excavating and preparing the subgrade
7 2) Furnishing and placing all materials
8 3. Barrier Free Ramps
9 a. Measurement
10 1) Measurement for this Item shall be per each Barrier Free Ramp completed
11 and accepted for various:
12 a) Types
13 b. Payment
14 1) The work performed and materials furnished in accordance with this Item
15 and measured as provided under"Measurement"will be paid for at the unit
16 price bid per each "Barrier Free Ramp"installed.
17 c. The price bid shall include:
18 1) Excavating and preparing the subgrade
19 2) Furnishing and placing all materials
20 3) Curb Ramp
21 4) Landing and detectable warning surface as shown on the Drawings
22 5) Adjacent flares or side curb
23 1.3 REFERENCES
24 A. Abbreviations and Acronyms
25 1. TAS—Texas Accessibility Standards
26 2. TDLR—Texas Department of Licensing and Regulation
27 B. 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 for Testing and Materials (ASTM)
32 a. D545,Test Methods for Preformed Expansion Joint Fillers for Concrete
33 Construction(Non-extruding and Resilient Types)
34 b. D698,Test Methods for Laboratory Compaction Characteristics of Soil Using
35 Standard Effort(12,400 ft-lbf/ft3)
36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
37 1.5 SUBMITTALS [NOT USED]
38 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
39 A. Mix Design: submit for approval. Section 32 13 13.
40 B. Product Data: submit product data and sample for pre-cast detectable warning for
41 barrier free ramp.
42 1.7 CLOSEOUT SUBMITTALS [NOT USED]
43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised April 30,2013
321320-3
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 3 of 5
1 1.9 QUALITY ASSURANCE [NOT USED]
2 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
3 1.11 FIELD CONDITIONS
4 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13.
5 1.12 WARRANTY[NOT USED]
6 PART 2 - PRODUCTS
7 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
8 2.2 EQUIPMENT AND MATERIALS
9 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of
10 the finished work.
11 B. Concrete: see Section 32 13 13.
12 1. Unless otherwise shown on the Drawings or detailed specifications,the standard
13 class for concrete sidewalks,driveways and barrier free ramps is shown in the
14 following table:
15 Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concrete' Cementitious, Compressive Water/ Aggregate
Lb./CY Strength Cementitious Maximum
psi Ratio Size,
inch
A 470 3000 0.58 1-1/2
16 C. Reinforcement: see Section 32 13 13.
17 1. Sidewalk,driveway and barrier free ramp reinforcing steel shall be#3 deformed
18 bars at 18 inches on-center-both-ways at the center plane of all slabs,unless
19 otherwise shown on the Drawings or detailed specifications.
20 D. Joint Filler
21 1. Wood Filler: see Section 32 13 13.
22 2. Pre-Molded Asphalt Board Filler
23 a. Use only in areas where not practical for wood boards.
24 b. Pre-molded asphalt board filler: ASTM D545.
25 c. Install the required size and uniform thickness and as specified in Drawings.
26 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic
27 mixture of asphalt and vegetable fiber and/or mineral filler.
28 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings.
29 2.3 ACCESSORIES [NOT USED]
30 2.4 SOURCE QUALITY CONTROL[NOT USED]
31 PART 3 - EXECUTION
32 3.1 INSTALLERS [NOT USED]
33 3.2 EXAMINATION[NOT USED]
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised April 30,2013
321320-4
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
1 3.3 PREPARATION
2 A. Surface Preparation
3 1. Excavation: Excavation required for the construction of sidewalks, driveways and
4 barrier free ramps shall be to the lines and grades as shown on the Drawings or as
5 established by the City.
6 2. Fine Grading
7 a. The Contractor shall do all necessary filling,leveling and fine grading required
8 to bring the subgrade to the exact grades specified and compacted to at least 90
9 percent of maximum density as determined by ASTM D698.
10 b. Moisture content shall be within minus 2 to plus 4 of optimum.
11 c. Any over-excavation shall be repaired to the satisfaction of the City.
12 B. Demolition/Removal
13 1. Sidewalk,Driveway and/or Barrier Free Ramp Removal: see Section 02 41 13.
14 3.4 INSTALLATION
15 A. General
16 1. Concrete sidewalks shall have a minimum thickness of 4 inches.
17 2. Sidewalks constructed in driveway approach sections shall have a minimum
18 thickness equal to that of driveway approach or as called for by Drawings and
19 specifications within the limits of the driveway approach.
20 3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for
21 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
22 The construction of the driveway approach shall include the variable height radius
23 curb in accordance with the Drawings.
24 4. All pedestrian facilities shall comply with provisions of TAS including location,
25 slope,width, shapes, texture and coloring. Pedestrian facilities installed by the
26 Contractor and not meeting TAS must be removed and replaced to meet TAS (no
27 separate pay).
28 B. Forms: Forms shall be securely staked to line and grade and maintained in a true
29 position during the depositing of concrete.
30 C. Reinforcement: see Section 32 13 13.
31 D. Concrete Placement: see Section 32 13 13.
32 E. Finishing
33 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
34 even surface.
35 2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
36 3. Provide exposed aggregate finish if specified.
37 4. Edge joints and sides shall with suitable tools.
38 F. Joints
39 1. Expansion joints for sidewalks,driveways and barrier free ramps shall be formed
40 using redwood.
41 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
42 foot intervals for 5 foot wide and greater sidewalk.
CTTY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised April 30,2013
321320-5
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 5 of 5
1 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete
2 driveways,curbs,formations, other sidewalks and other adjacent old concrete work.
3 Similar material shall be placed around all obstructions protruding into or through
4 sidewalks or driveways.
5 4. All expansion joints shall be 1/2 inch in thickness.
6 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall
7 be finished to approximately a 1/2 inch radius with a suitable finishing tool.
8 6. Sidewalks shall be marked at intervals equal to the width of the walk with a
9 marking tool.
10 7. When sidewalk is against the curb, expansion joints shall match those in the curb.
11 G. Barrier Free Ramp
12 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile,
13 manufactured by StrongGo Industries or approved equal by the City.
14 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction
15 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or
16 landing where the pedestrian access route enters the street.
17 3. Locate detectable warning surface so that the edge nearest the curb line is a
18 minimum of 6-inch and maximum of 8-inch from the extension of the face of the
19 curb.
20 4. Detectable warning Dome-Tile surface may be curved along the corner radius.
21 5. Install detectable warning surface according to manufacturer's instructions.
22 3.5 REPAIR/RESTORATION[NOT USED]
23 3.6 RE-INSTALLATION[NOT USED]
24 3.7 FIELD QUALITY CONTROL [NOT USED]
25 3.8 SYSTEM STARTUP[NOT USED]
26 3.9 ADJUSTING [NOT USED]
27 3.10 CLEANING [NOT USED]
28 3.11 CLOSEOUT ACTIVITIES [NOT USED]
29 3.12 PROTECTION[NOT USED]
30 3.13 MAINTENANCE [NOT USED]
31 3.14 ATTACHMENTS [NOT USED]
32 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.2.A.3—Measurement and Payment for Barrier Free Ramps modified to match
updated City Details
4/30/2013 F.Griffin Corrected Part 1, 1.2,A,3,b, 1 to read;from...square foot of Concrete Sidewalk.
to...each"Barrier Free Ramp"installed.
33
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised April 30,2013
321613-1
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 1 of 5
1 SECTION 32 16 13
2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
3
4 PART1 - GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Concrete Curbs and Gutters
8 2. Concrete Valley Gutters
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
11 C. Related Specification Sections include,but are not necessarily limited to:
12 1. Division 0-Bidding Requirements,Contract Forms, and Conditions of the Contract
13 2. Division 1 -General Requirements
14 3. Section 02 41 13 -Selective Site Demolition
15 4. Section 32 13 13 -Concrete Paving
16 5. Section 32 13 73 -Concrete Paving Joint Sealants
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Concrete Curb and Gutter
20 a. Measurement
21 1) Measurement for this Item shall be by the linear foot of Concrete Curb and
22 Gutter.
23 b. Payment
24 1) The work performed and materials furnished in accordance with this Item
25 and measured as provided under"Measurement"will be paid for at the unit
26 price bid per linear foot of Concrete Curb and Gutter complete and in place
27 by curb height.
28 c. The price bid shall include:
29 1) Preparing the subgrade
30 2) Furnishing and placing all materials,including foundation course,
31 reinforcing steel,and expansion material
32 2. Concrete Valley Gutter
33 a. Measurement
34 1) Measurement for this Item shall be by the square yard of Concrete Valley
35 Gutter.
36 b. Payment
37 1) The work performed and materials furnished in accordance with this Item
38 and measured as provided under"Measurement"will be paid for at the unit
39 price bid per square yard of Concrete Valley Gutter complete and in place
40 for:
41 a) Various street types
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321613-2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1 c. The price bid shall include:
2 1) Preparing the subgrade
3 2) Furnishing and placing all materials,including foundation course,
4 reinforcing steel, and expansion material
5 1.3 REFERENCES [NOT USED]
6 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
7 1.5 ACTION SUBMITTALS [NOT USED]
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 CONDITIONS
14 A. Weather Conditions: See Section 32 13 13.
15 1.12 WARRANTY[NOT USED]
16 PART 2 - PRODUCTS
17 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
18 2.2 EQUIPMENT AND MATERIALS
19 A. Forms: See Section 32 13 13.
20 B. Concrete: See Section 32 13 13.
21 C. Reinforcement: See Section 32 13 13.
22 D. Joint Filler
23 1. Wood Filler: see Section 32 13 13.
24 2. Pre-Molded Asphalt Board Filler
25 a. Use only in areas where not practical for wood boards
26 b. Pre-molded asphalt board filler: ASTM D545
27 c. Install the required size and uniform thickness and as specified in the Drawings.
28 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
29 mixture of asphalt and vegetable fiber and/or mineral filler.
30 E. Expansion Joint Sealant: See Section 32 13 73.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321613-3
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
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
7 A. Demolition/Removal: See Section 02 41 13.
8 3.4 INSTALLATION
9 A. Forms
10 1. Extend forms the full depth of concrete.
11 2. Wood forms: minimum of 1-1/2 inches in thickness
12 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength
13 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet.
14 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be
15 rejected.
16 B. Reinforcing Steel
17 1. Place all necessary reinforcement for City approval prior to depositing concrete.
18 2. All steel must be free from paint and oil and all loose scale,rust, dirt and other
19 foreign substances.
20 3. Remove foreign substances from steel before placing.
21 4. Wire all bars at their intersections and at all laps or splices.
22 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches,whichever is
23 greater.
24 C. Concrete Placement
25 1. Deposit concrete to maintain a horizontal surface.
26 2. Work concrete into all spaces and around any reinforcement to form a dense mass
27 free from voids.
28 3. Work coarse aggregate away from contact with the forms
29 4. Hand-Laid Concrete—Curb and gutter
30 a. Shape and compact subgrade to the lines, grades and cross section shown on the
31 Drawings.
32 b. Lightly sprinkle subgrade material immediately before concrete placement.
33 c. Deposit concrete into forms.
34 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the
35 finished curb,unless otherwise approved.
36 5. Machine-Laid Concrete—Curb and Gutter
37 a. Hand-tamp and sprinkle subgrade material before concrete placement.
38 b. Provide clean surfaces for concrete placement.
39 c. Place the concrete with approved self-propelled equipment.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321613-4
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 4 of 5
1 1) The forming tube of the extrusion machine or the form of the slipform
2 machine must easily be adjustable vertically during the forward motion of
3 the machine to provide variable heights necessary to conform to the
4 established gradeline.
5 d. Attach a pointer or gauge to the machine so that a continual comparison can be
6 made between the extruded or slipform work and the grade guideline.
7 e. Brush finish surfaces immediately after extrusion or slipforming.
8 6. Hand-Laid Concrete—Concrete Valley Gutter: See Section 32 13 13.
9 7. Expansion joints
10 a. Place expansion joints in the curb and gutter at 200-foot intervals and at
11 intersection returns and other rigid structures.
12 b. Place tooled joints at 15-foot intervals or matching abutting sidewalk joints and
13 pavement joints to a depth of 1-1/2 inches.
14 c. Place expansion joints at all intersections with concrete driveways,curbs,
15 buildings and other curb and gutters.
16 d. Make expansion joints no less than 1/2 inch in thickness, extending the full
17 depth of the concrete.
18 e. Make expansion joints perpendicular and at right angles to the face of the curb.
19 f. Neatly trim any expansion material extending above the finished to the surface
20 of the finished work.
21 g. Make expansion joints in the curb and gutter coincide with the concrete
22 expansion joints.
23 h. Longitudinal dowels across the expansion joints in the curb and gutter are
24 required.
25 i. Install 3 No.4 round, smooth bars, 24 inches in length,for dowels at each
26 expansion joint.
27 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that
28 provides a minimum of 1 inch free expansion.
29 k. Support dowels by an approved method.
30 D. Curing: see Section 32 13 13.
31 3.5 REPAIR/RESTORATION [NOT USED]
32 3.6 RE-INSTALLATION [NOT USED]
33 3.7 FIELD QUALITY CONTROL [NOT USED]
34 3.8 SYSTEM STARTUP[NOT USED]
35 3.9 ADJUSTING[NOT USED]
36 3.10 CLEANING [NOT USED]
37 3.11 CLOSEOUT ACTIVITIES [NOT USED]
38 3.12 PROTECTION [NOT USED]
39 3.13 MAINTENANCE [NOT USED]
40 3.14 ATTACHMENTS [NOT USED]
41 END OF SECTION
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321613-5
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 5 of 5
1
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.2.A.2.Modified payment item to vary by street type
2
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
321723-1
PAVEMENT MARKINGS
Page 1 of 11
1 SECTION 3217 23
2 PAVEMENT MARKINGS
3 PART1 - 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. 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. Pavement Markings
22 a. Measurement
23 1) Measurement for this Item shall be per linear foot of material placed.
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"Pvmt Marking"installed for:
28 a) Various Widths
29 b) Various Types
30 c) Various Materials
31 d) Various Colors
32 c. The price bid shall include:
33 1) Installation of Pavement Marking
34 2) Glass beads,when required
35 3) Surface preparation
36 4) Clean-up
37 5) Testing(when required)
38 2. Legends
39 a. Measurement
40 1) Measurement for this Item shall be per each Legend installed.
41 b. Payment
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-2
PAVEMENT MARKINGS
Page 2 of 11
1 1) The work performed and materials furnished in accordance with this Item
2 shall be paid for at the unit price bid per each"Legend"installed for:
3 a) Various types
4 b) Various applications
5 c. The price bid shall include:
6 1) Installation of Pavement Marking
7 2) Glass beads, when required
8 3) Surface preparation
9 4) Clean-up
10 5) Testing
11 3. Raised Markers
12 a. Measurement
13 1) Measurement for this Item shall be per each Raised Marker installed.
14 b. Payment
15 1) The work performed and materials furnished in accordance with this Item
16 shall be paid for at the unit price bid per each"Raised Marker"installed
17 for:
18 a) Various types
19 c. The price bid shall include:
20 1) Installation of Raised Markers
21 2) Surface preparation
22 3) Clean-up
23 4) Testing
24 4. Work Zone Tab Markers
25 a. Measurement
26 1) Measurement for this Item shall be per each Tab Marker installed.
27 b. Payment
28 1) The work performed and materials furnished in accordance with this Item
29 shall be paid for at the unit price bid per each "Tab Marker"installed for:
30 a) Various types
31 c. The price bid shall include:
32 1) Installation of Tab Work Zone Markers
33 5. Fire Lane Markings
34 a. Measurement
35 1) Measurement for this Item shall be per the linear foot.
36 b. Payment
37 1) The work performed and materials furnished in accordance with this Item
38 and measured as provided under"Measurement"shall be paid for at the
39 unit price bid per linear foot of"Fire Lane Marking"installed.
40 c. The price bid shall include:
41 1) Surface preparation
42 2) Clean-up
43 3) Testing
44 6. Pavement Marking Removal
45 a. Measurement
46 1) Measure for this Item shall be per linear foot.
47 b. Payment
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-3
PAVEMENT MARKINGS
Page 3 of 11
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
3 unit price bid per linear foot of"Remove Pvmt Marking"performed for:
4 a) Various widths
5 c. The price bid shall include:
6 1) Removal of Pavement Markings
7 2) Clean-up
8 7. Raised Marker Removal
9 a. Measurement
10 1) Measurement for this Item shall be per each Pavement Marker removed.
11 b. Payment
12 1) The work performed and materials furnished in accordance with this Item
13 shall be paid for at the unit price bid per each"Remove Raised Marker"
14 performed.
15 c. The price bid shall include:
16 1) Removal of each Marker
17 2) Disposal of removed materials
18 3) Clean-up
19 8. Legend Removal
20 a. Measurement
21 1) Measure for this Item shall be per each Legend removed.
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
25 unit price bid per linear foot of"Remove Legend"performed for:
26 a) Various types
27 b) Various applications
28 c. The price bid shall include:
29 1) Removal of Pavement Markings
30 2) Clean-up
31 1.3 REFERENCES
32 A. Reference Standards
33 1. Reference standards cited in this Specification refer to the current reference
34 standard published at the time of the latest revision date logged at the end of this
35 Specification,unless a date is specifically cited.
36 2. Texas Manual on Uniform Traffic Control Devices (MUTCD) 2011 Edition
37 a. Part 3,Markings
38 3. American Association of State Highway and Transportation Officials(AASHTO)
39 a. Standard Specification for Glass Beads Used in Pavement Markings,M 247-09
40 4. Federal Highway Administration(FH)YA)
41 a. 23 CFR Part 655,FHWA Docket No.FHWA-2009-0139
42 5. Texas Department of Transportation(TxDOT)
43 a. DMS-4200,Pavement Markers(Reflectorized)
44 b. DMS-4300,Traffic Buttons
45 c. DMS-8220,Hot Applied Thermoplastic
46 d. DMS-8240,Permanent Prefabricated Pavement Markings
47 e. DMS-8241,Removable Prefabricated Pavement Markings
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-4
PAVEMENT MARKINGS
Page 4 of 11
1 f. DMS-8242,Temporary Flexible-Reflective Road Marker Tabs
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 SUBMITTALS
4 A. Submittals shall be in accordance with Section 0133 00.
5 B. All submittals shall be approved by the City prior to delivery and/or fabrication for
6 specials.
7 1.6 ACTION SUBMITTALSANFORMATIONAL 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
12 A. Storage and Handling Requirements
13 1. The Contractor shall secure and maintain a location to store the material in
14 accordance with Section 0150 00.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2- PRODUCTS
18 2.1 OWNER-SUPPLIED PRODUCTS
19 A. New Products
20 1. Refer to Drawings to determine if there are owner-supplied products for the Project.
21 2.2 MATERIALS
22 A. Manufacturers
23 1. Only the manufacturers as listed in the City's Standard Products List will be
24 considered as shown in Section 0160 00.
25 a. The manufacturer must comply with this Specification and related Sections.
26 2. Any product that is not listed on the Standard Products List is considered a
27 substitution and shall be submitted in accordance with Section 0125 00.
28 B. Materials
29 1. Pavement Markings
30 a. Thermoplastic,hot applied, spray
31 1) Refer to Drawings and City Standard Detail Drawings for width of
32 longitudinal lines.
33 2) Product shall be especially compounded for traffic markings.
34 3) When placed on the roadway,the markings shall not be slippery when wet,
35 lift from pavement under normal weather conditions nor exhibit a tacky
36 exposed surface.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-5
PAVEMENT MARKINGS
Page 5 of 11
1 4) Cold ductility of the material shall permit normal road surface expansion
2 and contraction without chipping or cracking.
3 5) The markings shall retain their original color,dimensions and placement
4 under normal traffic conditions at road surface temperatures of 158 degrees
5 Fahrenheit and below.
6 6) Markings shall have uniform cross-section,clean edges, square ends and no
7 evidence of tracking.
8 7) The density and quality of the material shall be uniform throughout the
9 markings.
10 8) The thickness shall be uniform throughout the length and width of the
11 markings.
12 9) The markings shall be 95 percent free of holes and voids, and free of
13 blisters for a minimum of 60 days after application.
14 10) The material shall not deteriorate by contact with sodium chloride,calcium
15 chloride or other chemicals used to prevent roadway ice or because of the
16 oil content of pavement markings or from oil droppings or other effects of
17 traffic.
18 11) The material shall not prohibit adhesion of other thermoplastic markings if,
19 at some future time,new markings are placed over existing material.
20 a) New material shall bond itself to the old line in such a manner that no
21 splitting or separation takes place.
22 12) The markings placed on the roadway shall be completely retroreflective
23 both internally and externally with traffic beads and shall exhibit uniform
24 retro-directive reflectance.
25 13) Traffic beads
26 a) Manufactured from glass
27 b) Spherical in shape
28 c) Essentially free of sharp angular particles
29 d) Essentially free of particles showing cloudiness, surface scoring or
30 surface scratching
31 e) Water white in color
32 f) Applied at a uniform rate
33 g) Meet or exceed Specifications shown in AASHTO Standard
34 Specification for Glass Beads Used in Pavement Markings,AASHTO
35 Designation: M 247-09.
36 b. Thermoplastic,hot applied,extruded
37 1) Product shall be especially compounded for traffic markings
38 2) When placed on the roadway, the markings shall not be slippery when wet,
39 lift from pavement under normal weather conditions nor exhibit a tacky
40 exposed surface.
41 3) Cold ductility of the material shall permit normal road surface expansion
42 and contraction without chipping or cracking.
43 4) The markings shall retain their original color,dimensions and placement
44 under normal traffic conditions at road surface temperatures of 158 degrees
45 Fahrenheit and below.
46 5) Markings shall have uniform cross-section,clean edges, square ends and no
47 evidence of tracking.
48 6) The density and quality of the material shall be uniform throughout the
49 markings.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-6
PAVEMENT MARKINGS
Page 6 of I 1
1 7) The thickness shall be uniform throughout the length and width of the
2 markings.
3 8) The markings shall be 95 percent free of holes and voids, and free of
4 blisters for a minimum of 60 days after application.
5 9) The minimum thickness of the marking,as measured above the plane
6 formed by the pavement surface, shall not be less than 1/8 inch in the center
7 of the marking and 3/32 inch at a distance of 1/2 inch from the edge.
8 10) Maximum thickness shall be 3/16 inch.
9 11) The material shall not deteriorate by contact with sodium chloride,calcium
10 chloride or other chemicals used to prevent roadway ice or because of the
11 oil content of pavement markings or from oil droppings or other effects of
12 traffic.
13 12) The material shall not prohibit adhesion of other thermoplastic markings if,
14 at some future time,new markings are placed over existing material. New
15 material shall bond itself to the old line in such a manner that no splitting or
16 separation takes place.
17 13) The markings placed on the roadway shall be completely retroreflective
18 both internally and externally with traffic beads and shall exhibit uniform
19 retro-directive reflectance.
20 14) Traffic beads
21 a) Manufactured from glass
22 b) Spherical in shape
23 c) Essentially free of sharp angular particles
24 d) Essentially free of particles showing cloudiness, surface scoring or
25 surface scratching
26 e) Water white in color
27 f) Applied at a uniform rate
28 g) Meet or exceed Specifications shown in AASHTO Standard
29 Specification for Glass Beads Used in Pavement Markings,AASHTO
30 Designation: M 247-09.
31 c. Preformed Polymer Tape
32 1) Material shall meet or exceed the Specifications for SWARCO Director 35,
33 3M High Performance Tape Series 3801 ES,or approved equal.
34 d. Preformed Heat-Activated Thermoplastic Tape
35 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0.125
36 mil preformed thermoplastic or approved equal.
37 2. Raised Markers
38 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic
39 Control Devices.
40 b. Non-reflective markers shall be Type Y(yellow body) and Type W(white
41 body)round ceramic markers and shall meet or exceed the TxDOT
42 Specification DMS-4300.
43 c. The reflective markers shall be plastic,meet or exceed the TxDOT
44 Specification DMS-4200 for high-volume retroreflective raised markers and be
45 available in the following types:
46 1) Type I-C, white body, 1 face reflects white
47 2) Type H-A-A,yellow body, 2 faces reflect amber
48 3) Type H-C-R,white body, 1 face reflects white,the other red
49
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-7
PAVEMENT MARKINGS
Page 7 of 11
1 3. Work Zone Markings
2 a. Tabs
3 1) Temporary flexible-reflective roadway marker tabs shall meet requirements
4 of TxDOT DMS-8242, "Temporary Flexible-Reflective Road Marker
5 Tabs."
6 2) Removable markings shall not be used to simulate edge lines.
7 3) No segment of roadway open to traffic shall remain without permanent
8 pavement markings for a period greater than 14 calendar days.
9 b. Raised Markers
10 1) All raised pavement markers shall meet the requirements of DMS-4200.
11 c. Striping
12 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS-
13 8200.
14 2.3 ACCESSORIES [NOT USED]
15 2.4 SOURCE QUALITY CONTROL
16 A. Performance
17 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet
18 the requirements detailed in the table below for a minimum of 30 calendar days.
Posted Speed(m h)
<—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
19 (1)Measured at standard 30-m geometry in units of mcd/m/lux.
20 (2)Exceptions:
21 A.When raised reflective pavement markings(RRPMs)supplement or substitute for a
22 longitudinal line,minimum pavement marking retroreflectivity levels are not applicable as
23 long as the RRPMs are maintained so that at least 3 are visible from any position along that
24 line during nighttime conditions.
25 B.When continuous roadway lighting assures that the markings are visible,minimum
26 pavement marking retroreflectivity levels are not applicable.
27 PART 3 - EXECUTION
28 3.1 EXAMINATION[NOT USED]
29 3.2 PREPARATION
30 A. Pavement Conditions
31 1. Roadway surfaces shall be free of dirt, grease,loose and/or flaking existing
32 markings and other forms of contamination.
33 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the
34 curing membrane.
35 3. Pavement to which material is to be applied shall be completely dry.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-8
PAVEMENT MARKINGS
Page 8 of 11
1 4. Pavement shall be considered dry,if, on a sunny day after observation for 15
2 minutes,no condensation develops on the underside of a 1 square foot piece of
3 clear plastic that has been placed on the pavement and weighted on the edges.
4 5. Equipment and methods used for surface preparation shall not damage the
5 pavement or present a hazard to motorists or pedestrians.
6 3.3 INSTALLATION
7 A. General
8 1. The materials shall be applied according to the manufacturer's recommendations.
9 2. Markings and markers shall be applied within temperature limits recommended by
10 the material manufacturer, and shall be applied on clean,dry pavement having a
11 surface temperature above 50 degrees Fahrenheit.
12 3. Markings that are not properly applied due to faulty application methods or being
13 placed in the wrong position or alignment shall be removed and replaced by the
14 Contractor at the Contractor's expense. If the mistake is such that it would be
15 confusing or hazardous to motorists,it shall be remedied the same day of
16 notification. Notification will be made by phone and confirmed by fax. Other
17 mistakes shall be remedied within 5 days of written notification.
18 4. When markings are applied on roadways open to traffic, care will be taken to
19 ensure that proper safety precautions are followed,including the use of signs,
20 cones,barricades, flaggers,etc.
21 5. Freshly applied markings shall be protected from traffic damage and disfigurement.
22 6. Temperature of the material must be equal to the temperature of the road surface
23 before allowing traffic to travel on it.
24 B. Pavement Markings
25 1. Thermoplastic,hot applied,spray
26 a. This method shall be used to install and replace long lines—centerlines,lane
27 lines, edge lines,turn lanes,and dots.
28 b. Markings shall be applied at a 110 mil thickness.
29 c. Markings shall be applied at a 90 mil thickness when placed over existing
30 markings.
31 d. A sealer shall be used if concrete or asphalt is older than three(3)years.
32 e. Typical setting time shall be between 4 minutes and 10 minutes depending
33 upon the roadway surface temperature and the humidity factor.
34 f. Retroreflective raised markers shall be used to supplement the centerlines,lane
35 lines, and turn lanes. Refer to City Standard Detail Drawings for placement.
36 g. Minimum retroreflectivity of markings shall meet or exceed values shown in
37 subparagraph 2.4.A.1 of this Specification.
38 2. Thermoplastic,hot applied,extruded
39 a. This method shall be used to install and replace crosswalks and stop-lines.
40 b. Markings shall be applied at a 125 mil thickness.
41 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
42 this Specification.
43 3. Preformed Polymer Tape
44 a. This method shall be used to install and replace crosswalks, stop-lines, and
45 legends.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-9
PAVEMENT MARKINGS
Page 9 of 11
1 b. The applied marking shall adhere to the pavement surface with no slippage or
2 lifting and have square ends, straight lines and clean edges.
3 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
4 this Specification.
5 4. Preformed Heat-Activated Thermoplastic Tape
6 a. This method shall be used to install and replace crosswalks, stop-lines, and
7 legends.
8 b. The applied marking shall adhere to the pavement surface with no slippage or
9 lifting and have square ends, straight lines and clean edges.
10 c. Minimum retroreflectivity of markings shall meet or exceed values shown in
11 this Specification.
12 C. Raised Markers
13 1. All permanent raised pavement markers on Portland Cement roadways shall be
14 installed with epoxy adhesive. Bituminous adhesive is not acceptable.
15 2. All permanent raised pavement markers on new asphalt roadways may be installed
16 with epoxy or bituminous adhesive.
17 3. A chalk line,chain or equivalent shall be used during layout to ensure that
18 individual markers are properly aligned. All markers shall be placed uniformly
19 along the line to achieve a smooth continuous appearance.
20 D. Work Zone Markings
21 1. Work shall be performed with as little disruption to traffic as possible.
22 2. Install longitudinal markings on pavement surfaces before opening to traffic.
23 3. Maintain lane alignment traffic control devices and operations until markings are
24 installed.
25 4. Install markings in proper alignment in accordance with the Texas MUTCD and as
26 shown on the Drawings.
27 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement
28 of a surface treatment,unless otherwise shown on the Drawings.
29 6. Place markings in proper alignment with the location of the final pavement
30 markings.
31 7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or
32 transverse lines.
33 8. All markings shall be visible from a distance of 300 feet in daylight conditions and
34 from a distance of at least 160 feet in nighttime conditions,illuminated by low-
35 beam automobile headlight.
36 9. The daytime and nighttime reflected color of the markings must be distinctly white
37 or yellow.
38 10. The markings must exhibit uniform retroreflective characteristics.
39 11. Epoxy adhesives shall not be used to work zone markings.
40 3.4 REMOVALS
41 1. Pavement Marking and Marker Removal
42 a. The industry's best practice shall be used to remove existing pavement
43 markings and markers.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-10
PAVEMENT MARKINGS
Page 10 of 11
1 b. If the roadway is being damaged during the marker removal,Work shall be
2 halted until consultation with the City.
3 c. Removals shall be done in such a matter that color and texture contrast of the
4 pavement surface will be held to a minimum.
5 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than
6 1/a inch in depth resulting from the removal of pavement markings and markers.
7 Driveway patch asphalt emulsion may be broom applied to reseal damage to
8 asphaltic surfaces.
9 e. Dispose of markers in accordance with federal, state, and local regulations.
10 f. Use any of the following methods unless otherwise shown on the Drawings.
11 1) Surface Treatment Method
12 a) Apply surface treatment at rates shown on the Drawings or as directed.
13 Place a surface treatment a minimum of 2 feet wide to cover the
14 existing marking.
15 b) Place a surface treatment,thin overlay, or microsurfacing a minimum
16 of 1 lane in width in areas where directional changes of traffic are
17 involved or in other areas as directed by the City.
18 2) Burn Method
19 a) Use an approved burning method.
20 b) For thermoplastic pavement markings or prefabricated pavement
21 markings,heat may be applied to remove the bulk of the marking
22 material prior to blast cleaning.
23 c) When using heat, avoid spalling pavement surfaces.
24 d) Sweeping or light blast cleaning may be used to remove minor residue.
25 3) Blasting Method
26 a) Use a blasting method such as water blasting, abrasive blasting,water
27 abrasive blasting, shot blasting, slurry blasting, water-injected abrasive
28 blasting, or brush blasting as approved.
29 b) Remove pavement markings on concrete surfaces by a blasting method
30 only.
31 4) Mechanical Method
32 a) Use any mechanical method except grinding.
33 b) Flail milling is acceptable in the removal of markings on asphalt and
34 concrete surfaces.
35 2. If a location is to be paved over,no additional compensation will be allowed for
36 marking or marker removal.
37 3.5 REPAIR/RESTORATION [NOT USED]
38 3.6 RE-INSTALLATION [NOT USED]
39 3.7 FIELD QUALITY CONTROL
40 A. All lines must have clean edges, square ends, and be uniform cross-section.
41 B. The density and quality of markings shall be uniform throughout their thickness.
42 C. The applied markings shall have no more than 5 percent,by area, of holes or voids and
43 shall be free of blisters.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
321723-11
PAVEMENT MARKINGS
Page 11 of 11
1 3.8 SYSTEM STARTUP[NOT USED]
2 3.9 ADJUSTING[NOT USED]
3 3.10 CLEANING
4 A. Contractor shall clean up and remove all loose material resulting from construction
5 operations.
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
11/22/13 S.Arnold Removed paint type marking,updated references,added sealer language
12
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
3291 19-1
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page I of 3
1 SECTION 32 9119
2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Furnish and place topsoil to the depths and on the areas shown on the Drawings.
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. .
9 ,
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 SUBSIDIARY TO MAJOR PAY ITEMS
15 1. Measur-emen
16 a.. Measur-elaent for-this Rem shall be by eubie yard of Topsai4 in plaee.
17 2. Payment
18 a. The ,-L e,-F., e.b and mater-Ws fu s ed, aeeer-danee with this rte l
19 measured as provided under-"Measufement" will paid fef at the unitZprree
20 bid per-eubie yard of Tepseih
All ti.,,, d b this rte,,, t tions 1, 11 b ,l
21 ��ir�z��ucroxx icgcriiccroy-cxxm rccxxr'rircaricccxvna-.inarcvcznca�crrcu-in
22 - r-d e „th pfavisiens for-the various exea-vatien items ifivelved with the
23es � that vxv�ut• b e e e „ paid fe e .,f theYiiitv _v;71 a a ;
,,•e fdle
24 mai4pulatiefis involved.
25 3. The p a bid shall; „hide.
26
27 bb^
28 e. 14auliiig
29 d. Dl—,-laGinng
30 1.3 REFERENCES [NOT USED]
31 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
32 1.5 ACTION SUBMITTALS [NOT USED]
33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
34 1.7 CLOSEOUT SUBMITTALS [NOT USED]
35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
36 1.9 QUALITY ASSURANCE[NOT USED]
37 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED]
38 1.11 FIELD [SITE] CONDITIONS [NOT USED]
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
3291 19-2
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 2 of 3
1 1.12 WARRANTY [NOT USED]
2 PART 2- PRODUCTS
3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
4 2.2 MATERIALS
5 A. Topsoil
6 1. Use easily cultivated,fertile topsoil that:
7 a. Is free from objectionable material including subsoil, weeds, clay lumps,non-
8 soil materials,roots, stumps or stones larger than 1.5 inches
9 b. Has a high resistance to erosion
10 c. Is able to support plant growth
11 2. Secure topsoil from approved sources.
12 3. Topsoil is subject to testing by the City.
13 4. pH: 5.5 to 8.5.
14 5. Liquid Limit: 50 or less
15 6. Plasticity Index: 20 or less
16 7. Gradation: maximum of 10 percent passing No. 200 sieve
17 B. Water: Clean and free of industrial wastes and other substances harmful to the growth
18 of vegetation
19 2.3 ACCESSORIES [NOT USED]
20 2.4 SOURCE QUALITY CONTROL[NOT USED]
21 PART 3 - EXECUTION
22 3.1 INSTALLERS [NOT USED]
23 3.2 EXAMINATION [NOT USED]
24 3.3 PREPARATION[NOT USED]
25 3.4 INSTALLATION
26 A. Finishing of Parkways
27 1. Smoothly shape parkways, shoulders, slopes, and ditches.
28 2. Cut parkways to finish grade prior to the placing of any improvements in or
29 adjacent to the roadway.
30 3. In the event that unsuitable material for parkways is encountered, extend the depth
31 of excavation in the parkways 6 inches and backfill with top soil.
32 4. Make standard parkway grade perpendicular to and draining to the curb line.
33 a. Minimum: 1/4 inch per foot
34 b. Maximum: 4:1
35 c. City may approve variations from these requirements in special cases.
36 5. Whenever the adjacent property is lower than the design curb grade and runoff
37 drains away from the street,the parkway grade must be set level with the top of the
38 curb.
39 6. The design grade from the parkway extends to the back of the walk line.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329119-3
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 3 of 3
1 7. From that point(behind the walk),the grade may slope up or down at maximum
2 slope of 4:1.
3 B. Placing of Topsoil
4 1. Spread the topsoil to a uniform loose cover at the thickness specified.
5 2. Place and shape the topsoil as directed.
6 3. Hand rake finish a minimum of 5 feet from all flatwork.
7 4. Tamp the topsoil with a light roller or other suitable equipment.
8 3.5 REPAIR/RESTORATION] [NOT USED]
9 3.6 RE-INSTALLATION[NOT USED]
10 3.7 FIELD QUALITY CONTROL[NOT USED]
11 3.8 SYSTEM STARTUP[NOT USED]
12 3.9 ADJUSTING[NOT USED]
13 3.10 CLEANING[NOT USED]
14 3.11 CLOSEOUT ACTIVITIES [NOT USED]
15 3.12 PROTECTION[NOT USED]
16 3.13 MAINTENANCE [NOT USED]
17 3.14 ATTACHMENTS [NOT USED]
18 END OF SECTION
19
Revision Log
DATE NAME SUMMARY OF CHANGE
20
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329213-1
HYDROMULCHING,SEEDING AND SODDING
Page 1 of 8
1 SECTION 32 9213
2 HYDROMULCHING, SEEDING AND SODDING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings,
7 or as directed.
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 91 19—Topsoil Placement and Finishing of Parkways
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Block Sod Placement
17 a. Measurement
18 1) Measurement for this Item shall be by the square yard of Block Sod placed.
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 per square yard of Block Sod placed.
23 c. The price bid shall include:
24 1) Furnishing and placing all sod
25 2) Rolling and tamping
26 3) Watering(until established)
27 4) Disposal of surplus materials
28 2. Seeding
29 a. Measurement
30 1) Measurement for this Item shall be by the square yard of Seed spread.
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 square yard of Seed placed for various installation methods.
35 c. The price bid shall include:
36 1) Furnishing and placing all Seed
37 2) Furnishing and applying water for seed fertilizer
38 3) Slurry and hydraulic mulching
39 4) Fertilizer
40 5) Watering and mowing(until established)
41 6) Disposal of surplus materials
42 3. Mowing
43 a. Measurement
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329213-2
HYDROMULCHING,SEEDING AND SODDING
Page 2 of 8
1 1) Measurement for this Item shall per each.
2 b. Payment
3 1) The work performed and materials furnished in accordance with this Item
4 and measured as provided under"Measurement" will be paid for at the unit
5 price bid per each.
6 1.3 REFERENCES [NOT USED]
7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
8 1.5 ACTION SUBMITTALS [NOT USED]
9 1.6 INFORMATIONAL SUBMITTALS
10 A. Seed
11 1. Vendors' certification that seeds meet Texas State seed law including:
12 a. Testing and labeling for pure live seed(PLS)
13 b. Name and type of seed
14 2. All seed shall be tested in a laboratory with certified results presented to the City in
15 writing,prior to planting.
16 3. All seed to be of the previous season's crop and the date on the container shall be
17 within 12 months of the seeding date.
18 1.7 CLOSEOUT SUBMITTALS [NOT USED]
19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
20 1.9 QUALITY ASSURANCE[NOT USED]
21 1.10 DELIVERY,STORAGE,AND HANDLING
22 A. Block Sod
23 1. Protect from exposure to wind, sun and freezing.
24 2. Keep stacked sod moist.
25 B. Seed
26 1. If using native grass or wildflower seed, seed must have been harvested within 100
27 miles of the construction site.
28 2. Each species of seed shall be supplied in a separate,labeled container for
29 acceptance by the City.
30 C. Fertilizer
31 1. Provide fertilizer labeled with the analysis.
32 2. Conform to Texas fertilizer law.
33 1.11 FIELD [SITE] CONDITIONS [NOT USED]
34 1.12 WARRANTY [NOT USED]
35 PART 2- PRODUCTS [NOT USED]
36 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
37 2.2 MATERIALS AND EQUIPMENT
38 A. Materials
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329213-3
HYDROMULCHING,SEEDING AND SODDING
Page 3 of 8
1 1. Block Sod
2 a. Sod Varieties (match existing if applicable)
3 1) "Stenotaphrum secundatum" (St. Augustine grass)
4 2) "Cynodon dactylon" (Common Bermudagrass)
5 3) "Buchloe dactyloides" (Buffalograss)
6 4) an approved hybrid of Common Bermudagrass
7 5) or an approved Zoysiagrass
8 b. Sod must contain stolons,leaf blades,rhizomes and roots.
9 c. Sod shall be alive,healthy and free of insects, disease, stones,undesirable
10 foreign materials and weeds and grasses deleterious to its growth or which
11 might affect its subsistence or hardiness when transplanted.
12 d. Minimum sod thickness: 3/4 inch
13 e. Maximum grass height: 2 inches
14 f. Acceptable growing beds
15 1) St. Augustine grass sod: clay or clay loam topsoil
16 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils
17 g. Dimensions
18 1) Machine cut to uniform soil thickness.
19 2) Sod shall be of equal width and of a size that permits the sod to be lifted,
20 handled and rolled without breaking.
21 h. Broken or torn sod or sod with uneven ends shall be rejected.
22 2. Seed
23 a. General
24 1) Plant all seed at rates based on pure live seed(PLS)
25 a) Pure Live Seed(PLS) determined using the formula:
26 (1) Percent Pure Live Seed=Percent Purity x [(Percent Germination+
27 Percent Firm or Hard Seed) + 100]
28 2) Availability of Seed
29 a) Substitution of individual seed types due to lack of availability may be
30 permitted by the City at the time of planting.
31 b) Notify the City prior to bidding of difficulties locating certain species.
32 3) Weed seed
33 a) Not exceed ten percent by weight of the total of pure live seed(PLS)
34 and other material in the mixture
35 b) Seed not allowed:
36 (1) Johnsongrass
37 (2) Nutgrass seed
38 4) Harvest seed within 1-year prior to planting
39 b. Non-native Grass Seed
40 1) Plant between April 15 and September 10
41
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
25 Bermuda(unhulled) Cynodon dactylon 85 90
75 Bermuda(hulled) cynodon dactylon 95 90
42
43 2) Plant between September 10 and April 15
44
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329213-4
HYDROMULCHING,SEEDING AND SODDING
Page 4 of 8
220 Rye Grass lolium multiflorum 85 90
75 Bermuda(unhulled) cynodon dactylon 95 90
1
2 c. Native Grass Seed
3 1) Plant between February 1 and October 1.
4
Lbs.PLS/Acre Common Name Botanical Name
1.6 Green Sprangletop Leptochloa dubia
5.5 Sideoats Grama* Bouteloua curtipendula
3.7 Little Bluestem* Schizachyrium scoparium
17.0 Buffalograss Buchloe dactyloides
1.8 Indian Grass* Sorghastrum nutans
0.5 Sand Lovegrass* Eragrostis trichodes
6.0 Big Bluestem Andropogon gerardii
8.0 Eastern Grama Tripscacuin dactyloides
1.2 Blue Grama Bouteloua gracilis
1.8 Switchgrass Panicum virgatum
10.0 Prairie Wildrye* Elymus canadensis
5
6 d. Wildflower Seed
7 1) Plant between the following:
8 a) March 5 and May 31
9 b) September 1 and December 1
10
Lbs.PLS/Acre Common Name Botanical Narne
3.0 Bush Sunflower Sinsia calva
5.0 Butterfly Weed Asclepias tuberosa
2.0 Clasping Coneflower* Rudbeckia amplexicaulis
3.0 Golden-Wave Coreopsis basalis
13.4 Illinois Bundleflower Desmanthus illinoensis
13.6 Partridge Pea Cassia fasciculata
2.0 Prairie Verbena Verbena bipinnatifida
8.0 Texas Yellow Star Lindheimeri texana
8.0 Winecup Callirhoe involcrata
2.0 Black-eyed Susan Rudbeckia hirta
18.0 Cutleaf Daisy Engelinannia pinnatifida
2.0 Obedient Plant Physostegia intertnedia
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
11 *not to be planted within ten feet of a road or parking lot or within three feet of a
12 walkway
13
14 e. Temporary Erosion Control Seed
15 1) Consist of the sowing of cool season plant seeds.
16 3. Mulch
17 a. For use with conventional mechanical or hydraulic planting of seed.
18 b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products
19 (waste products from paper mills or recycled newspaper).
20 c. No growth or germination inhibiting factors.
21 d. No more than ten percent moisture,air dry weight basis.
22 e. Additives: binder in powder form.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329213-5
HYDROMULCHING,SEEDING AND SODDING
Page 5 of 8
1 f. Form a strong moisture retaining mat.
2 4. Fertilizer
3 a. Acceptable condition for distribution
4 b. Applied uniformly over the planted area
5 c. Analysis
6 1) 16-20-0
7 2) 16-8-8
8 d. Fertilizer rate:
9 1) Not required for wildflower seeding
10 2) Newly established seeding areas - 100 pounds of nitrogen per acre
11 3) Established seeding areas - 150 pounds of nitrogen per acre
12 5. Topsoil: See Section 32 91 19.
13 6. Water: clean and free of industrial wastes or other substances harmful to the
14 germination of the seed or to the growth of the vegetation.
15 7. Soil Retention Blanket
16 a. "Curlex P' from American Excelsior, 900 Ave. H East,Post Office Box 5624,
17 Arlington,Texas 76001, 1-800-777-SOIL or approved equal.
18
19 2.3 ACCESSORIES [NOT USED]
20 2.4 SOURCE QUALITY CONTROL[NOT USED]
21 PART 3 - EXECUTION[NOT USED]
22 3.1 INSTALLERS [NOT USED]
23 3.2 EXAMINATION[NOT USED]
24 3.3 PREPARATION
25 A. Surface Preparation: clear surface of all material including:
26 1. Stumps, stones, and other objects larger than one inch.
27 2. Roots,brush,wire, stakes,etc.
28 3. Any objects that may interfere with seeding or maintenance.
29 B. Tilling
30 1. Compacted areas: till 1 inch deep
31 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
32 seed/water run-off
33 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees.
34 3.4 INSTALLATION
35 A. Block Sodding
36 1. General
37 a. Place sod between curb and walk and on terraces that is the same type grass as
38 adjacent grass or existing lawn.
39 b. Plant between the average last freeze date in the spring and 6 weeks prior to the
40 average first freeze in the fall.
41 2. Installation
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329213-6
HYDROMULCHING,SEEDING AND SODDING
Page 6 of 8
1 a. Plant sod specified after the area has been completed to the lines and grades
2 shown on the Drawings with 6 inches of topsoil.
3 b. Use care to retain native soil on the roots of the sod during the process of
4 excavating,hauling and planting.
5 c. Keep sod material moist from the time it is dug until planted.
6 d. Place sod so that the entire area designated for sodding is covered.
7 e. Fill voids left in the solid sodding with additional sod and tamp.
8 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
9 slope.
10 g. Peg sod with wooden pegs (or wire staple)driven through the sod block to the
11 firm earth in areas that may slide due to the height or slope of the surface or
12 nature of the soil.
13 3. Watering and Finishing
14 a. Furnish water as an ancillary cost to Contractor by means of temporary
15 metering/irrigation,water truck or by any other method necessary to achieve
16 an acceptable stand of turf as defined in 3.13.B.
17 b. Thoroughly water sod immediately after planted.
18 c. Water until established.
19 d. Generally, an amount of water that is equal to the average amount of rainfall
20 plus 1/2 inch per week should be applied until accepted. If applicable,plant
21 large areas by irrigation zones to ensure areas are watered as soon as they are
22 planted.
23 B. Seeding
24 1. General
25 a. Seed only those areas indicated on the Drawings and areas disturbed by
26 construction.
27 b. Mark each area to be seeded in the field prior to seeding for City approval.
28 2. Broadcast Seeding
29 a. Broadcast seed in 2 directions at right angles to each other.
30 b. Harrow or rake lightly to cover seed.
31 c. Never cover seed with more soil than twice its diameter.
32 d. For wildflower plantings:
33 1) Scalp existing grasses to 1 inch
34 2) Remove grass clippings,so seed can make contact with the soil.
35 3. Mechanically Seeding(Drilling):
36 a. Uniformly distribute seed over the areas shown on the Drawings or as directed.
37 b. All varieties of seed and fertilizer may be distributed at the same time provided
38 that each component is uniformly applied at the specified rate.
39 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
40 drill.
41 d. Drill on the contour of slopes
42 e. After planting roll with a roller integral to the seed drill,or a corrugated roller
43 of the "Cultipacker" type.
44 f. Roll slope areas on the contour.
45 4. Hydromulching
46 a. Mixing: Seed,mulch,fertilizer and water may be mixed provided that:
47 1) Mixture is uniformly suspended to form a homogenous slurry.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329213-7
HYDROMULCHING,SEEDING AND SODDING
Page 7 of 8
1 2) Mixture forms a blotter-like ground cover impregnated uniformly with
2 grass seed.
3 3) Mixture is applied within 30 minutes after placed in the equipment.
4 b. Placing
5 1) Uniformly distribute in the quantity specified over the areas shown on the
6 Drawings or as directed.
7 5. Fertilizing: uniformly apply fertilizer over seeded area.
8 6. Watering
9 a. Furnish water by means of temporary metering/irrigation,water truck or by
10 any other method necessary to achieve an acceptable stand of turf as defined in
11 3.13.B.
12 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding.
13 c. Water as direct by the City at least twice daily for 14 days after seeding in such
14 a manner as to prevent washing of the slopes or dislodgement of the seed.
15 d. Water until final acceptance.
16 e. Generally, an amount of water that is equal to the average amount of rainfall
17 plus 1/2 inch per week should be applied until accepted.
18 3.5 REPAIR/RESTORATION[NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD 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
25 3.12 PROTECTION [NOT USED]
26 3.13 MAINTENANCE
27 A. Block Sodding
28 1. Water and mow sod until completion and final acceptance of the Project or as
29 directed by the City.
30 2. Sod shall not be considered finally accepted until the sod has started to peg down
31 (roots growing into the soil) and is free from dead blocks of sod.
32 B. Seeding
33 1. Water and mow sod until completion and final acceptance of the Project or as
34 directed by the City.
35 2. Maintain the seeded area until each of the following is achieved:
36 a. Vegetation is evenly distributed
37 b. Vegetation is free from bare areas
38 3. Turf will be accepted once fully established.
39 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow
40 cycle performed by the Contractor prior to consideration of acceptance by the
41 City.
42 C. Rejection
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
329213-8
HYDROMULCHING,SEEDING AND SODDING
Page 8 of 8
1 1. City may reject block sod or seeded area on the basis of weed populations.
2 3.14 ATTACHMENTS [NOT USED]
3 END OF SECTION
4
Revision Log
DATE NAME SUMMARY OF CHANGE
5
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330513-1
FRAME,COVER,AND GRADE RINGS
Page 1 of 5
1 SECTION 33 0513
2 FRAME,COVER,AND GRADE RINGS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Frame,cover and grade rings used as access ports into water, sanitary sewer and
7 storm drain structures such manholes or vaults
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
12 Contract
13 2. Division 1 —General Requirements
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Measurement
17 a. This Item is considered subsidiary to the structure containing the frame,cover
18 and grade rings.
19 2. Payment
20 a. The work performed and the materials furnished in accordance with this Item
21 are subsidiary to the unit price bid per each structure complete in place,and no
22 other compensation will be allowed.
23 1.3 REFERENCES
24 A. Reference Standards
25 1. Reference standards cited in this Specification refer to the current reference
26 standard published at the time of the latest revision date logged at the end of this
27 Specification,unless a date is specifically cited.
28 2. ASTM International(ASTM)
29 a. ASTM A48—Standard Specification for Gray Iron Castings
30 b. ASTM A536-Standard Specification for Ductile Iron Castings
31 c. ASTM C478 -Specification for Precast Reinforced Concrete Manhole Sections
32 3. American Association of State Highways and Transportation Officials (AASHTO)
33 a. AASHTO M306—Standard Specification for Drainage, Sewer,Utility and
34 Related Castings
35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
36 1.5 SUBMITTALS
37 A. Submittals shall be in accordance with Section 0133 00.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 22,2016
330513-2
FRAME,COVER,AND GRADE RINGS
Page 2 of 5
1 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or
2 fabrication for specials.
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
4 A. Product Data
5 1. All castings shall be cast with:
6 a. Approved foundry's name
7 b. Part number
8 c. Country of origin
9 2. Provide manufacturer's:
10 a. Specifications
11 b. Load tables
12 c. Dimension diagrams
13 d. Anchor details
14 e. Installation instructions
15 B. Certificates
16 1. Manufacturer shall certify that all castings conform to the ASTM and AASHTO
17 designations.
18 1.7 CLOSEOUT SUBMITTALS [NOT USED]
19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
20 1.9 QUALITY ASSURANCE [NOT USED]
21 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
22 1.11 FIELD [SITE] CONDITIONS [NOT USED]
23 1.12 WARRANTY [NOT USED]
24 PART 2- PRODUCTS
25 2.1 OWNER-FURNISHED[OR]OWNER-SUPPLIED PRODUCTS [NOT USED]
26 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS
27 A. Manufacturers
28 1. Only the manufacturers as listed on the City's Standard Products List will be
29 considered as shown in Section 0160 00.
30 a. The manufacturer must comply with this Specification and related Sections.
31 2. Any product that is not listed on the Standard Products List is considered a
32 substitution and shall be submitted in accordance with Section 0125 00.
33 B. Castings
34 1. Use castings for frames that conform to ASTM A48, Class 35B or better.
35 2. Use castings for covers that conform to ASTM A536,Grade 65-45-12 or better.
36 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle
37 loading with permanent deformation.
38 4. Covers
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 22,2016
330513-3
FRAME,COVER,AND GRADE RINGS
Page 3 of 5
1 a. Size to set flush with the frame with no larger than a 1/8 inch gap between the
2 frame and cover
3 b. Provide with 2 inch wide pick slots in lieu of pick holes.
4 c. Provide gasket in frame and cover.
5 d. Standard Dimensions
6 1) Sanitary Sewer
7 a) Provide a clear opening of 30 inches for all sanitary sewer frames and
8 cover assemblies unless otherwise specified in the Contract Documents.
9 2) Storm Drain
10 a) Provide a clear opening of 22 1/2 inches for all storm drain frames,
11 inlets and cover assemblies unless otherwise specified in the Contract
12 Documents.
13 b) Provide a minimum clear opening of 30 inches for all storm sewer
14 manholes and junction structures.
15 e. Standard Labels
16 1) Water
17 a) Cast lid with the word"WATER"in 2-inch letters across the lid.
18 2) Sanitary Sewer
19 a) Cast lid with the word"SANITARY SEWER"in 2-inch letters across
20 the lid.
21 3) Storm Drain
22 a) Cast lid with the word"STORM DRAIN"in 2-inch letters across the
23 lid.
24 f. Hinge Covers
25 1) Provide water tight gasket on all hinged covers.
26 2) Water
27 a) Provide hinged covers for all water structures.
28 3) Sanitary Sewer
29 a) Provide hinged covers for all manholes or structures constructed over
30 24-inch sewer lines and larger and for manholes where rim elevations
31 are greater than 12 inches above the surface.
32 C. Grade Rings
33 1. Provide grade rings in sizes from 2-inch up to 8-inch.
34 2. Use concrete in traffic loading areas.
35 3. In non-traffic areas concrete or HDPE can be used.
36 D. Joint Sealant
37 1. Provide a pre-formed or trowelable bitumastic sealant in an extrudable or flat tape
38 form.
39 2. Provide sealant that is not dependant on a chemical action for its adhesive
40 properties or cohesive strength.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 22,2016
330513-4
FRAME,COVER,AND GRADE RINGS
Page 4 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 INSTALLATION
8 A. Grade Rings
9 1. Place as shown in the water and sanitary sewer City Standard Details.
10 2. Clean surfaces of dirt, sand,mud or other foreign matter before placing sealant.
11 3. Seal each grade ring with sealant specified in this Specification and as shown on the
12 City Standard Details.
13 B. Frame and Cover
14 1. Water
15 a. For water structures install frame,cover and grade rings in accordance with
16 applicable City Standard Detail.
17 2. Sanitary Sewer
18 a. For sanitary sewer structures install frame,cover and grade rings in accordance
19 with applicable City Standard Detail.
20 3. Storm Drain
21 a. For storm drain structures install frame,cover and grade rings in accordance
22 with applicable City Standard Detail.
23 4. Hinge Cover
24 a. Provide hinge cover on elevated manholes,junction boxes,in the flood plain
25 and where specified on the Drawings.
26 C. Joint Sealing
27 1. Seal frame, grade rings and structure with specified sealant.
28 D. Concrete Collar
29 1. Provide concrete collar around all frame and cover assemblies.
CITY OF FORT WORTH HMAC STREET REHABII ITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 22,2016
330513-5
FRAME,COVER,AND GRADE RINGS
Page 5 of 5
1 3.5 REPAIR/RESTORATION [NOT USED]
2 3.6 RE-INSTALLATION[NOT USED]
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 [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
6/25/2014 F.Griffin Corrected error in Part 2-2.2-B-4-d-2-a. Cover size should be 22 1/2 inches rather
than 19 3/inches.
1/22/2016 F.Griffin Part 2-2.2-B-4-d-2-a.,Cover size updated to 30 inches to match Detail 33 05 16-
D417.
13
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised January 22,2016
330514-1
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 1 of 7
1 SECTION 33 0514
2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO
3 GRADE
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
12 N�
13 C. Related Specification Sections include,but are not necessarily limited to:
14 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the
15 Contract
16 2. Division 1 —General Requirements
17 3. Section 32 01 17—Permanent Asphalt paving Repair
18 4. Section 32 0129—Concrete Paving Repair
19 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill
20 6. Section 33 05 13—Frame, Cover and Grade Rings
21 7. Section 33 39 10—Cast-in-Place Concrete Manholes
22 8. Section 33 39 20—Precast Concrete Manholes
23 9. Section 33 12 20—Resilient Seated(Wedge) Gate Valve
24 10. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve
25 11. Section 33 04 11 —Corrosion Control Test Station
26 12. Section 33 04 12—Magnesium Anode Cathodic Protection System
27 1.2 PRICE AND PAYMENT PROCEDURES
28 A. Measurement and Payment
29 1. Manhole—Minor Adjustment:
30 a. Measurement
31 1) Measurement for this Item shall be per each adjustment using only grade
32 rings or other minor adjustment devices to raise or lower a manhole to a
33 grade as specified on the Drawings.
34 b. Payment
35 1) The work performed and the materials furnished in accordance with this
36 Item will be paid for at the unit price bid per each"Manhole Adjustment,
37 Minor"completed.
38 c. The price bid shall include:
39 1) Pavement removal
40 2) Excavation
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330514-2
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 2 of 7
1 3) Hauling
2 4) Disposal of excess material
3 5) Grade rings or other adjustment device
4 6) Reuse of the existing manhole frame and cover
5 7) Furnishing,placing and compaction of embedment and backfill
6 8) Concrete base material
7 9) Permanent asphalt patch or concrete paving repair,as required
8 10) Clean-up
9 2. Manhole-Major Adjustment
10 a. Measurement
11 1) Measurement for this Item shall be per each adjustment requiring structural
12 modifications to raise or lower a manhole to a grade as specified on the
13 Drawings.
14 b. Payment
15 1) The work performed and the materials furnished in accordance with this
16 Item will be paid for at the unit price bid per each"Manhole Adjustment,
17 Major"completed.
18 c. The price bid shall include:
19 1) Pavement removal
20 2) Excavation
21 3) Hauling
22 4) Disposal of excess material
23 5) Structural modifications, grade rings or other adjustment device
24 6) Reuse of the existing manhole frame and cover
25 7) Furnishing,placing and compaction of embedment and backfill
26 8) Concrete base material
27 9) Permanent asphalt patch or concrete paving repair,as required
28 10) Clean-up
29 3. Manhole-Major Adjustment with Frame and Cover
30 a. Measurement
31 1) Measurement for this Item shall be per each adjustment requiring structural
32 modifications to raise or lower a manhole to a grade specified on the
33 Drawings or structural modifications for a manhole requiring a new frame
34 and cover, often for changes to cover diameter.
35 b. Payment
36 1) The work performed and the materials furnished in accordance with this
37 Item will be paid for at the unit price bid per each"Manhole Adjustment,
38 Major w/Cover"completed.
39 c. The price bid shall include:
40 1) Pavement removal
41 2) Excavation
42 3) Hauling
43 4) Disposal of excess material
44 5) Structural modifications, grade rings or other adjustment device
45 6) Frame and cover
46 7) Furnishing,placing and compaction of embedment and backfill
47 8) Concrete base material
48 9) Permanent asphalt patch or concrete paving repair, as required
49 10) Clean-up
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330514-3
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 3 of 7
1 4. Inlet
2 a. Measurement
3 1) Measurement for this Item shall be per each adjustment requiring structural
4 modifications to inlet to a grade specified on the Drawings.
5 b. Payment
6 1) The work performed and the materials furnished in accordance with this
7 Item will be paid for at the unit price bid per each"Inlet Adjustment"
8 completed.
9 c. The price bid shall include:
10 1) Pavement removal
11 2) Excavation
12 3) Hauling
13 4) Disposal of excess material
14 5) Structural modifications
15 6) Furnishing,placing and compaction of embedment and backfill
16 7) Concrete base material, as required
17 8) Surface restoration,permanent asphalt patch or concrete paving repair,as
18 required
19 9) Clean-up
20 5. Valve Box:
21 a. Measurement
22 1) Measurement for this Item shall be per each adjustment to a grade specified
23 on the Drawings.
24 b. Payment
25 1) The work performed and the materials furnished in accordance with this
26 Item will be paid for at the unit price bid per each"Valve Box Adjustment"
27 completed.
28 c. The price bid shall include:
29 1) Pavement removal
30 2) Excavation
31 3) Hauling
32 4) Disposal of excess material
33 5) Adjustment device
34 6) Furnishing,placing and compaction of embedment and backfill
35 7) Concrete base material,as required
36 8) Surface restoration,permanent asphalt patch or concrete paving repair,as
37 required
38 9) Clean-up
39 6. Cathodic Protection Test Station
40 a. Measurement
41 1) Measurement for this Item shall be per each adjustment to a grade specified
42 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"Cathodic Protection
46 Test Station Adjustment"completed.
47 c. The price bid shall include:
48 1) Pavement removal
49 2) Excavation
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330514-4
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 4 of 7
1 3) Hauling
2 4) Disposal of excess material
3 5) Adjustment device
4 6) Furnishing,placing and compaction of embedment and backfill
5 7) Concrete base material, as required
6 8) Surface restoration,permanent asphalt patch or concrete paving repair, as
7 required
8 9) Clean-up
9 7. Fire Hydrant
10 a. Measurement
11 1) Measurement for this Item shall be per each adjustment requiring stem
12 extensions to meet a grade specified by the Drawings.
13 b. Payment
14 1) The work performed and the materials furnished in accordance with this
15 Item will be paid for at the unit price bid per each"Fire Hydrant Stem
16 Extension"completed.
17 c. The price bid shall include:
18 1) Pavement removal
19 2) Excavation
20 3) Hauling
21 4) Disposal of excess material
22 5) Adjustment materials
23 6) Furnishing,placing and compaction of embedment and backfill
24 7) Concrete base material, as required
25 8) Surface restoration,permanent asphalt patch or concrete paving repair, as
26 required
27 9) Clean-up
28 8. Miscellaneousgtfuetur-e UTILITY ADJUSTMENT
29 a. Measurement
30 44 Measurement for this Item shall be per each adjustment requiring structural
31 modifications to UTILITY/IRRIGATON LINE AND APPURTENANCES
32 WHERE SUCH UTIL,ITY/IRRIGATION LINE ARE THE PROPERTY
33 OWNER'S RESPONSIBILITY TO MAINTAIN said s*,.. etu.o to ^ .'rade-
34 speeified an the Dfawings7
35 b. Payment
36 1) The work performed and the materials furnished in accordance with this
37 Item will be paid PER ACTUAL COST OF THE ADJUSTMENTS PLUS
38 TEN PERCENT TO COVER THE COST OF BOND AND OVERHEAD
39 INCURRED BY THE CONTRACTOR IN HANDLING THE UTILITY
40 ADJUSTMNETS "
41 .
42 c. The price bid shall include:
43 1) Pavement removal
44 2) Excavation
45 3) Hauling
46 4) Disposal of excess material
47 5) Str-aetuF UTILITY modifications
48 6) Furnishing,placing and compaction of embedment and backfill
49 7) Concrete base material
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330514-5
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 5 of 7
1 8) Permanent asphalt patch or concrete paving repair, as required
2 9) Clean-up
3 1.3 REFERENCES
4 A. Definitions
5 1. Minor Adjustment
6 a. Refers to a small elevation change performed on an existing manhole where the
7 existing frame and cover are reused.
8 2. Major Adjustment
9 a. Refers to a significant elevation change performed on an existing manhole
10 which requires structural modification or when a 24-inch ring is changed to a
11 30-inch ring.
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. Texas Commission on Environmental Quality(TCEQ):
17 a. Title 30,Part I,Chapter 217, Subchapter C,Rule 217.55—Manholes and
18 Related Structures.
19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
20 1.5 SUBMITTALS [NOT USED]
21 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
22 1.7 CLOSEOUT SUBMITTALS [NOT USED]
23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
24 1.9 QUALITY ASSURANCE [NOT USED]
25 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
26 1.11 FIELD [SITE] CONDITIONS [NOT USED]
27 1.12 WARRANTY [NOT USED]
28 PART 2- PRODUCTS
29 2.1 OWNER-FURNISHED[OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
30 2.2 MATERIALS
31 A. Cast-in-Place Concrete
32 1. See Section 03 30 00.
33 B. Modifications to Existing Concrete Structures
34 1. See Section 03 80 00.
35 C. Grade Rings
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330514-6
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 6 of 7
1 1. See Section 33 05 13.
2 D. Frame and Cover
3 1. See Section 33 05 13.
4 E. Backfill material
5 1. See Section 33 05 10.
6 F. Water valve box extension
7 1. See Section 33 12 20.
8 G. Corrosion Protection Test Station
9 1. See Section 33 04 11.
10 H. Cast-in-Place Concrete Manholes
11 1. See Section 33 39 10.
12 I. Precast Concrete Manholes
13 1. See Section 33 39 20.
14 2.3 ACCESSORIES [NOT USED]
15 2.4 SOURCE QUALITY CONTROL [NOT USED]
16 PART 3 - EXECUTION
17 3.1 INSTALLERS [NOT USED]
18 3.2 EXAMINATION
19 A. Verification of Conditions
20 1. Examine existing structure to be adjusted,for damage or defects that may affect
21 grade adjustment.
22 a. Report issue to City for consideration before beginning adjustment.
23 3.3 PREPARATION
24 A. Grade Verification
25 1. On major adjustments confirm any grade change noted on Drawings is consistent
26 with field measurements.
27 a. If not,coordinate with City to verify final grade before beginning adjustment.
28 3.4 ADJUSTMENT
29 A. Manholes,Inlets, and MiscellaneousUTIL,ITY ADJUSTMENT
30 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with
31 30-inch frame and cover assembly per TCEQ requirement.
32 2. On manhole major adjustments,inlets and miscellaneous structures protect the
33 bottom using wood forms shaped to fit so that no debris blocks the invert or the
34 inlet or outlet piping in during adjustments.
35 a. Do not use any more than a 2-piece bottom.
36 3. Do not extend chimney portion of the manhole beyond 24 inches.
37 4. Use the least number of grade rings necessary to meet required grade.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330514-7
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 7 of 7
1 a. For example, if a 1-foot adjustment is required,use 2 6-inch rings,not 6 2-inch
2 rings.
3 5. A LICENSED TEXUS PLUMBER SHALL BE RESPONSIBLE FOR
4 REPAIR/ADJUSTMENT OF UTILITY/IRRIGATION LINE AND
5 APPURTENANCES
6 B. Valve Boxes
7 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
8 the Drawings.
9 C. Backfill and Grading
10 1. Backfill area of excavation surrounding each adjustment in accordance to Section
11 3305 10.
12 D. Pavement Repair
13 1. If required pavement repair is to be performed in accordance with Section 32 01 17
14 or Section 32 0129.
15 3.5 REPAIR/RESTORATION [NOT USED]
16 3.6 RE-INSTALLATION[NOT USED]
17 3.7 FIELD [OR]SITE QUALITY CONTROL[NOT USED]
18 3.8 SYSTEM STARTUP [NOT USED]
19 3.9 ADJUSTING[NOT USED]
20 3.10 CLEANING [NOT USED]
21 3.11 CLOSEOUT ACTIVITIES [NOT USED]
22 3.12 PROTECTION [NOT USED]
23 3.13 MAINTENANCE [NOT USED]
24 3.14 ATTACHMENTS [NOT USED]
25 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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
26
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330517-1
CONCRETE COLLARS
Page 1 of 3
1 SECTION 33 0517
2 CONCRETE COLLARS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Concrete Collars for Manholes
7 2. This Item is intended for use in asphalt streets and unimproved areas—not for use
8 in concrete streets.
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. None.
11 C. Related Specification Sections include but are not necessarily limited to:
12 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the
13 Contract
14 2. Division 1—General Requirements
15 3. Section 03 30 00—Cast-In-Place Concrete
16 4. Section 03 80 00—Modifications to Existing Concrete Structures
17 5. Section 33 05 13—Frame,Cover, and Grade Rings
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Manhole
21 a. Measurement
22 1) Measurement for this Item shall be per each.
23 b. Payment
24 1) The work performed and the materials furnished in accordance with this
25 Item shall be paid for at the unit price bid per each"Concrete Collar"
26 installed.
27 c. The price bid will include:
28 1) Concrete Collar
29 2) Excavation
30 3) Forms
31 4) Reinforcing steel(if required)
32 5) Concrete
33 6) Backfill
34 7) Pavement removal
35 8) Hauling
36 9) Disposal of excess material
37 10) Placement and compaction of backfill
38 11) Clean-up
39 12) Additional pavement around perimeter of concrete collar as required for
40 rim adjustment on existing manhole.
41
CITY OF FORT WORTH HMAC STREET REHABILITAION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330517-2
CONCRETE COLLARS
Page 2 of 3
1 1.3 REFERENCES
2 A. Reference Standards
3 1. Reference standards cited in this Specification refer to the current reference
4 standard published at the time of the latest revision date logged at the end of this
5 Specification,unless a date is specifically cited.
6 2. ASTM International(ASTM):
7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating.
8 b. D4259,Standard Practice for Abrading Concrete.
9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS [NOT USED]
11 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
12 1.7 CLOSEOUT SUBMITTALS [NOT USED]
13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
14 1.9 QUALITY ASSURANCE [NOT USED]
15 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
16 1.11 FIELD [SITE] CONDITIONS [NOT USED]
17 1.12 WARRANTY[NOT USED]
18 PART 2- PRODUCTS
19 2.1 OWNER-FURNISHED[OR]OWNER-SUPPLIEDPRODUCTS [NOT USED]
20 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS
21 A. Materials
22 1. Concrete—Conform to Section 03 30 00.
23 2. Reinforcing Steel—Conform to Section 03 2100.
24 3. Frame and Cover—Conform to Section 33 05 13.
25 4. Grade Ring—Conform to Section 33 05 13.
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
31 A. Evaluation and Assessment
32 1. Verify lines and grades are in accordance to the Drawings.
CITY OF FORT WORTH HMAC STREET REHABILITAION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
330517-3
CONCRETE COLLARS
Page 3 of 3
1 3.3 PREPARATION [NOT USED]
2 3.4 INSTALLATION
3 A. Final Rim Elevation
4 1. Install concrete grade rings for height adjustment.
5 a. Construct grade ring on load bearing shoulder of manhole.
6 b. Use sealant between rings as shown on Drawings.
7 2. Set frame on top of manhole or grade rings using continuous water sealant.
8 3. Remove debris, stones and dirt to ensure a watertight seal.
9 4. Do not use steel shims,wood, stones or other unspecified material to obtain the
10 final surface elevation of the manhole frame.
11 3.5 REPAIR/RESTORATION[NOT USED]
12 3.6 RE-INSTALLATION[NOT USED]
13 3.7 FIELD QUALITY CONTROL [NOT USED]
14 3.8 SYSTEM STARTUP[NOT USED]
15 3.9 ADJUSTING[NOT USED]
16 3.10 CLEANING[NOT USED]
17 3.11 CLOSEOUT ACTIVITIES [NOT USED]
18 3.12 PROTECTION [NOT USED]
19 3.13 MAINTENANCE [NOT USED]
20 3.14 ATTACHMENTS [NOT USED]
21 END OF SECTION
22
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D.Johnson 1.1.A.2—Blue text added to clarify where concrete collars are to be installed.
23
CITY OF FORT WORTH HMAC STREET REHABILI TAION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised December 20,2012
3471 13-1
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
9
10
11 ,
12 � .
13
14
15
16
17 a
18 <.
19 C. Related Specification Sections include,but are not necessarily limited to:
20 1. Division 0–Bidding Requirements,Contract Forms and Conditions of the Contract
21 2. Division 1 –General Requirements
22 1.2 PRICE AND PAYMENT PROCEDURES
23 A. Measurement and Payment
24 1. Installation of Traffic Control Devices: SUBSIDIARY NO SEPARATE PAY
25 a. Mo o en
26 sh.,rl be pe month th n Jt
Y z
27 dur-
28 a) A menth is defined as 30,.,,loud.,.days.
29 b—Payment
30 1) The work pet:f4med and materials fumished in aeeer-daiiee with this Ite
31 and measured as-previded under"Measurement" shall be-paid-for- the
32 unit e-bid f9f"T-r- f tie ".
33 e. The pr- e bid sha4l ; ,.ludo:
34 1) T+a€fie Gentr-el implementation
35 2) lffitallatien
36 3) MRintenc-e
37 4) Advents
38 5) Replaeements
39 6) Removal
40 7) Pakee assistanee defin .,y hours
41 2. Portable Message Signs
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
3471 13-2
TRAFFIC CONTROL
Page 2 of 6
1 a. Measurement
2 1) Measurement for this Item shall be per week for the duration of use.
3 b. Payment
4 1) The work performed and materials furnished in accordance to this Item and
5 measured as provided under"Measurement'shall be paid for at the unit
6 price bid per week for"Portable Message Sign"rental.
7 c. The price bid shall include:
8 1) Delivery of Portable Message Sign to Site
9 2) Message updating
10 3) Sign movement throughout construction
11 4) Return of the Portable Message Sign post-construction
12 3. Preparation of Traffic Control Plan Details: SUBSIDIARY NO SEPARATE PAY
13A. Me 0 ort
14 .
15 b. Payment
16
17 "
18 pr-epafed.
19 .
20
21 leffgef
22
23 (T-ar�P)
24 3) Obtaining the signatafe and seal of a lieensed Texas Professional E-figine
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. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
32 3. Item 502,Barricades, Signs, and Traffic Handling of the Texas Department of
33 Transportation, Standard Specifications for Construction and Maintenance of
34 Highways,Streets,and Bridges.
35 1.4 ADMINISTRATIVE REQUIREMENTS
36 A. Coordination
37 1. Contact Traffic Services Division(817-392-7738) a minimum of 48 hours prior to
38 implementing Traffic Control within 500 feet of a traffic signal.
39 B. Sequencing
40 1. Any deviations to the Traffic Control Plan included in the Drawings must be first
41 approved by the City and design Engineer before implementation.
42 1.5 SUBMITTALS
43 A. Provide the City with a current list of qualified flaggers before beginning flagging
44 activities.Use only flaggers on the qualified list.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
3471 13-3
TRAFFIC CONTROL
Page 3 of 6
1 B. Obtain a Street Use Permit from the Street Management Section of the Traffic
2 Engineering Division, 311 W. 10"'Street. The Traffic Control Plan(TCP)for the
3 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
4 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit.
5 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
6 Engineer.
7 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
8 Specifications. The Contractor will be responsible for having a licensed Texas
9 Professional Engineer sign and seal the Traffic Control Plan sheets.
10 E. Lane closures 24 hours or longer shall require a site-specific traffic control plan.
11 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal
12 changes to the Traffic Control Plan(s) developed by the Design Engineer.
13 G. Design Engineer will furnish standard details for Traffic Control.
14 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
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 [SITE] CONDITIONS [NOT USED]
20 1.12 WARRANTY [NOT USED]
21 PART 2- PRODUCTS
22 2.1 OWNER-FURNISHED[OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
23 2.2 ASSEMBLIES AND MATERIALS
24 A. Description
25 1. Regulatory Requirements
26 a. Provide Traffic Control Devices that conform to details shown on the
27 Drawings,the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control
28 Device List(CWZTCDL).
29 2. Materials
30 a. Traffic Control Devices must meet all reflectivity requirements included in the
31 TMUTCD and TxDOT Specifications—Item 502 at all times during
32 construction.
33 b. Electronic message boards shall be provided in accordance with the TMUTCD.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
3471 13-4
TRAFFIC CONTROL
Page 4 of 6
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL[NOT USED]
3 PART 3 - EXECUTION
4 3.1 EXAMINATION[NOT USED]
5 3.2 PREPARATION
6 A. Protection of In-Place Conditions
7 1. Protect existing traffic signal equipment.
8 3.3 INSTALLATION
9 A. Follow the Traffic Control Plan(TCP) and install Traffic Control Devices as shown on
10 the Drawings and as directed.
11 B. Install Traffic Control Devices straight and plumb.
12 C. Do not make changes to the location of any device or implement any other changes to
13 the Traffic Control Plan without the approval of the Engineer.
14 1. Minor adjustments to meet field constructability and visibility are allowed.
15 D. Maintain Traffic Control Devices by taking corrective action as soon as possible.
16 1. Corrective action includes but is not limited to cleaning,replacing, straightening,
17 covering, or removing Devices.
18 2. Maintain the Devices such that they are properly positioned, spaced, and legible,
19 and that retroreflective characteristics meet requirements during darkness and rain.
20 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal
21 and state laws(by failing to furnish the necessary flagmen,warning devices,barricades,
22 lights, signs,or other precautionary measures for the protection of persons or property),the
23 Inspector may order such additional precautionary measures be taken to protect persons
24 and property.
25 F. Subject to the approval of the Inspector,portions of this Project,which are not affected by
26 or in conflict with the proposed method of handling traffic or utility adjustments,can be
27 constructed during any phase.
28 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
29 distance of drivers entering the highway from driveways or side streets.
30 H. To facilitate shifting,barricades and signs used in lane closures or traffic staging may
31 be erected and mounted on portable supports.
32 1. The support design is subject to the approval of the Engineer.
33 I. Lane closures shall be in accordance with the approved Traffic Control Plans.
34 J. If at any time the existing traffic signals become inoperable as a result of construction
35 operations,the Contractor shall provide portable stop signs with 2 orange flags,as
36 approved by the Engineer,to be used for Traffic Control.
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
3471 13-5
TRAFFIC CONTROL
Page 5 of 6
1 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal
2 turn-ons, street light pole installation,or other construction will be done during peak traffic
3 times(AM: 7 am—9 am,PM:4 pm-6 pm).
4 L. Flaggers
5 1. Provide a Contractor representative who has been certified as a flagging instructor
6 through courses offered by the Texas Engineering Extension Service,the American
7 Traffic Safety Services Association, the National Safety Council, or other approved
8 organizations.
9 a. Provide the certificate indicating course completion when requested.
10 b. This representative is responsible for training and assuring that all flaggers are
11 qualified to perform flagging duties.
12 2. A qualified flagger must be independently certified by 1 of the organizations listed
13 above or trained by the Contractor's certified flagging instructor.
14 3. Flaggers must be courteous and able to effectively communicate with the public.
15 4. When directing traffic,flaggers must use standard attire,flags, signs, and signals
16 and follow the flagging procedures set forth in the TMUTCD.
17 5. Provide and maintain flaggers at such points and for such periods of time as may be
18 required to provide for the safety and convenience of public travel and Contractor's
19 personnel, and as shown on the Drawings or as directed by the Engineer.
20 a. These flaggers shall be located at each end of the lane closure.
21 M. Removal
22 1. Upon completion of Work,remove from the Site all barricades, signs, cones,lights
23 and other Traffic Control Devices used for work-zone traffic handling in a timely
24 manner,unless otherwise shown on the Drawings.
25 3.4 REPAIR/RESTORATION[NOT USED]
26 3.5 RE-INSTALLATION[NOT USED]
27 3.6 FIELD [OR] SITE QUALITY CONTROL[NOT USED]
28 3.7 SYSTEM STARTUP[NOT USED]
29 3.8 ADJUSTING[NOT USED]
30 3.9 CLEANING[NOT USED]
31 3.10 CLOSEOUT ACTIVITIES [NOT USED]
32 3.11 PROTECTION[NOT USED]
33 3.12 MAINTENANCE [NOT USED]
34 3.13 ATTACHMENTS [NOT USED]
35 END OF SECTION
36
Revision Log
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
3471 13-6
TRAFFIC CONTROL
Page 6 of 6
DATE NAME SUMMARY OF CHANGE
11/22/13 S.Arnold Added police assistance,requirement for when a site specific TCP is required
1
CITY OF FORT WORTH HMAC STREET REHABILITATION(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised November 22,2013
APPENDIX
GC-4.01 Availability of Lands: N/A
GC-4.02 Subsurface and Physical Conditions: N/A
GC-4.04 Underground Facilities: N/A
GC-4.06 Hazardous Environmental Condition at Site:N/A
GC-6.06.D Minority and Women Owned Business Enterprise Compliance: INCLUDED
GC-6.07 Wage Rates: INCLUDED
GC-6.09 Permits and Utilities: N/A
GC-6.24 Nondiscrimination: N/A
GR-01 60 00 Product Requirements: N/A
CITY OF FORT WORTH HMAC STREET REHABILITAITON(2016-7)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 100620
Revised July 1,2011
Page 1 of 3
ROADBOND EN 1 SOIL STABILIZER
Description. Mix and compact Roadbond EN 1 add-mixture (or approved equal), cement, water, and
subgrade or base (with or without asphalt concrete pavement) in the roadway.
Roadbond EN 1 or approved equal is applied to subgrade or base (with or without asphalt concrete
pavement) soils in the roadway for reduction of permeability, moisture susceptibility to improve
strength and stiffness. When applied as an add-mixture with cement, it will enhance the effectiveness
of the cement in order to reduce the amount of cement required to achieve a target strength and to
significantly reduce the amount of reflective and block cracking that is commonly associated with
cement treated material.
Hydraulic Cement. Type I, IP, or II cement that meets the requirements of DMS-4600,
"HydraulicCement,"at an application rate of 1.5%.
Water. Furnish water free of industrial waste and other objectionable material.
Mix Design. The Engineer will designate a cement/add-mixture (Roadbond EN 1 or approved equal)
content that will produce a stabilized mixture that meets the strength requirement shown on the plans.
The Engineer will determine the compressive strength of the proposed materials in accordance with
Tex-120-E, Part 1. The mix will not include more than 50% asphalt concrete. For bidding purposes,
an 8" Depth Cement Treated Base requires 0.0075 GA/SY or 128SY/GA For additional information
contact: Steve Merritt, Roadbond Service Company, 817-223-0354 or 254-835-4507,
info@roadbondsoil.com.
Roadbond EN 1 or approved equal shall be delivered, stored and handled in closed, weatherproof
containers until immediate distribution on the road. Materials must be stored in covered storage that
is well ventilated with adequate protection from theft, flooding or damage. If storage bins are used,
they are to be completely enclosed. Insure that the manufacturer's safe handling and mixing
instructions are followed without exception.
Application of Roadbond EN 1/Cement. Uniformly place cement dry or as a slurry. Uniformly
distribute Roadbond EN 1 diluted with water at the rate of 200 gallons of water to 1 gallon of
concentrated product with the water truck. Apply Roadbond EN 1/cement only on an area where the
mixing, compacting, and finishing operations can be completed during the same working day. Do not
start the Roadbond EN 1 add-mixture/cement treatment operation unless the air temperature is at
least 35°F and rising, or is at least 40°F. The temperature will be taken in the shade and away from
artificial heat. Do not apply Roadbond EN 1/cement when, in the opinion of the Engineer, weather
conditions are unsuitable.
Dry Placing. Before applying cement, sprinkle the prepared roadway with diluted add-mixture
(Roadbond EN 1 or approved equal)until the desired quantity of diluted add-mixture (Roadbond EN
1 or approved equal) is evenly distributed over the area to be treated. If necessary, continue to
sprinkle the treated area with water until optimum moisture content is attained. Distribute the
MO
Page 2 of 3
required quantity of dry cement with approved equipment, at a uniform rate. Minimize scattering of
cement by wind. Do not apply cement when wind conditions, in the opinion of the Engineer, cause
blowing cement to become dangerous to traffic or objectionable to adjacent property owners.
Slurry Placing. Sprinkle the prepared roadway with diluted add-mixture (Roadbond EN 1 or
approved equal) uniformly by making successive passes over a measured section of the roadway
until the desired quantity of diluted add-mixture (Roadbond EN 1 or approved equal) is evenly
distributed over the area to be treated. Mix the required quantity of cement with water, adjusting the
amount of water in order to account for the moisture placed on the roadway with the add-mixture
Roadbond EN 1 or approved equal) as it relates to optimum moisture, as approved. Produce slurry
free of objectionable materials and with a consistency that can be easily applied. Agitate the slurry
continuously. Apply slurry within 2 hours of adding water and not longer than 30 minutes after
placement of the add-mixture (Roadbond EN 1 or approved equal), and when the roadway is at a
moisture content drier than optimum. Dispense and spread slurry uniformly by making successive
passes over a measured section of the roadway at the rate directed until the required cement content
is attained.
Mixing. Thoroughly mix the material, add-mixture (Roadbond EN 1 or approved equal) and cement
using approved equipment. Mix until a homogeneous mixture is obtained. Sprinkle the treated
materials during the mixing operation, as directed, to maintain optimum mixing moisture. Spread and
shape the completed mixture in a uniform layer.
The Engineer will obtain a sample of the material at roadway moisture and remove all non-slaking
aggregates retained on a 3/4-in. sieve. The remainder of the mixture must meet the pulverization
requirements of Table 1 when tested in accordance with Tex-101-E, Part III. When shown on the
plans or approved by the engineer, the pulverization requirement may be waived when the material
contains a substantial amount of aggregate.
Compaction. Compact the mixture in one lift using ordinary compaction or density control, as
shown on the plans. Complete compaction within 2 hours after the application of the add-mixture
Roadbond EN 1 or approved equal/cement.
Sprinkle the treated material in accordance with Item 204, "Sprinkling." Adjust the moisture content
of the mixture during compaction so that it is within 2.0 percentage points of optimum as determined
by Test Method Tex-120-E, Part H. Determine the moisture content of the mixture at the beginning
and during compaction in accordance with Tex-103-E. Adjust operations if required.
Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive
trips by at least one-half the width of the roller unit. On super-elevated curves, begin rolling at the
low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a
speed between 2 and 6 miles per hour, as directed.
Ordinary Compaction. Roll with approved compaction equipment, as directed. Correct
irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or
removing treated material as required,reshaping, and re-compacting.
Page 3 of 3
Density Control. Compact to meet at least 95% of optimum density as determined in accordance
with Tex-120-E, Part II. The Engineer will determine roadway density in accordance with Test
Method Tex-115-E and will verify strength in accordance with Tex-120-E, Part II. Remove and
replace material that does not meet density requirements. Compact and test replacement material in
accordance with density control methods.
The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the
specified density and the failing test is no more than 3 lb. per cubic foot below the specified density.
Finishing. Immediately after completing compaction, clip, skin, or tight-blade the surface of the add-
mixture (Roadbond EN 1 or approved equal)/cement treated material with a maintainer or subgrade
trimmer to a depth of approximately 1/4 in. Remove loosened material and dispose of at an approved
location. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is
attained. Add small increments of water as needed during rolling. Shape and maintain the course and
surface in conformity with the typical sections, lines and grades shown on the plans or as directed. In
areas where surfacing is to be placed, trim grade deviations greater than 1/4 in. in cross section and
1/4 in. in 16 ft. measured longitudinally for the entire width of the cross-section. Remove excess
material, reshape, and roll with a pneumatic tire roller. If material is more than 1/4 in. low, correct as
directed. Do not surface patch.
Curing. Maintain the moisture content of the finished section at no lower than 2 percentage points
below optimum by sprinkling or by applying an asphalt material at the rate of 0.05 to 0.20 gallons
per square yard as directed,until a subsequent course or pavement is placed or as otherwise directed.
Do not allow equipment on the finished course except as required to complete curing, unless
otherwise approved. At least 3 days of curing are required before opening the finished section to
traffic,unless otherwise shown on the plans or directed
Payment and Measurment. Roadbond EN 1 or approved equal will be paid for at the unit price
bid per gallon. This pricing shall be full compensation for furnishing all the liquid stabilizer
products, finishing, mixing, equipment, curing, hauling, disposal, and all incidentals to this item.
99 99 00 1
SPECIAL TECHNICAL SPECIFICATIONS
Pagelof1
9999.0096 PAVING CONSTRUCTION ALLOWANCE
The paving construction allowance shall consist of miscellaneous construction and other
non-subsidiary items requested for construction by the City of Fort Worth and at the
direction of the Project Engineer. The payment to the contractor for miscellaneous
construction shall be the actual cost of the work plus 10% to cover the cost of overhead
incurred by the Contractor in handling the construction.
SPECIAL TECHNICAL SPECIFICATIONS
March 10,2014
ATTACHMENT IA
Page 1 of,*5
F, ORRT WORTH City of Fort Worth
Minority Business Enterprise
MBE Subcontractors/Suppliers Utilization Form
OFFEROR COMPANY NAME: Check applicable block to describe
Offeror
TexasBit an Oldcastle company
PROJECT NAME: MNUIDBE NON-MNV/DBE
BID DATE
HMAC STREET REHABILITATION (2016-7)AT VARIOUS LOC. January 12, 2017
City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER
5 % 1 5 % 100620
Identify alt 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 1"tier, a payment by a subcontractor to its supplier is considered 2nd 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.2110/15
FORTWORTH ATTACHMENT 1A
Page 2 ofX 5
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
M W Subcontracting Supplies
Dollar Amount
Telephone/Fax e B B BM Work Purchased
Email E E E
Contact Person
Omega Contracting Items 1 $2,000.00
2518 Chalk Hill Rd
Dallas, Texas 75212 ❑
214-689-3815
markr@azteca-omega.com
Mark Reinhardt
Item 2 $1,400.00
� a ❑
Item 3 $3,200.00
� a ❑
Item 4 $4,000.00
a ❑
Item 5 $ 800.00
" Item 6 $2,600.00
X a
Rev.2/10115
FORTWORTH ATTACHMENT 1A
Page 3 of y
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
M W Dollar Amount
Telephone/Fax r B E B Work Purchased
Email E E
Contact Person E
Road Master Striping LLC
1301 SE McKinney St Item 12 $ 75.00
Rice, Texas 75155
903-326-4530/903-326-4671 1 ❑ X
Dino Vasquez
dv@roadmasterstriping.com
Item 13 $75.00
❑ ❑ X
Item 14 $800.00
itX
" Item 15 $400.00
R ❑ X
Bass& Hays
238 S Bagdad Rd Item 16
Grand Prairie, TX 75050 1 ❑ F] Steel
$200.00
855-225-7492 Steel Risers
Water Valves
Omega Contracting
2518 Chalk Hill Rd Item 17 $450.00
Dallas, Texas 75212 1 ❑X ❑
214-689-3815
markr@azteca-omega.com
Mark Reinhardt
Rev.2/10/15
FORT WORTH
ATTACHMENT 1A
Page-34-4
4of5
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 o
Company Name T n Detail Detail
Address i Subcontracting Supplies
M W DollarAmount
Email
Telephone/Pax e B B s Work Purchased
E E
Contact Person E
Bass & Hays
238 S Bagdad Rd 1 Item 18 $2,100.00
Grand Prairie, TX 75050 ❑ X
855-225-7492 Steel Risers For
Manholes
Omega Contracting
2518 Chalk Hill Rd 1 Item 19
Dallas, Texas 75212 1771
❑ $24,800.00
214-689-3815
markr@azteca-omega.corr
Mark Reinhardt
Omega Contracting
2518 Chalk Hill Rd 1
Dallas, Texas 75212 ❑ ❑ Item 20 $9,875.00
214-689-3815
markr@azteca-omega.com
Mark Reinhardt
GJ Seeding
1080 S Burleson Blvd 1 Item 20 $25,252.00
Burleson, TX 76028 Q 0
817-426-8284
888-761-2077
Gayle Jurascheck
giseading@y2hon cam
❑ ❑
❑ ❑
Rev.2110115
FORTWORTH ATTACHMENT 1A
Page 4-of-4
50�s
Total Dollar Amount of MBE Subcontractors/Suppliers $ 54,525.90
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ 28,902.00
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 83,427.90
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.
—" Jake Parson
A orize ure Printed Signature
P t Mary Loveless, Contracts Administration
Title Contact Name/Title(if different) (254-205-9644)
TexasBit an Oldcastle company 214-741-3531 / 214-742-3540
Company Name Telephone and/or Fax
2121 Irving Blvd .ake.parsonO-texasbit.com
Address E-mail Address mloveless@oldcastlepavement.com
Dallas, Texas 75207 January 12, 2017
Citylstate/zip Date
Rev.2/10/15
113
HMENT
FO P T WORTH ATTR 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
TexasBit an Oldcastle company
PROJECT NAME: iv1NV/DBE NDN til W/DBE
BID DATE
HMAC STREET REHABILITATION 2016-7 AT VARIOUS LOC. JANUARY 12, 2017
City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER
5 % 1 5 % 100620
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.
Fallure to;_complete this form in its entirety and be received by the Purchasing'Division no later than 2:00
PA.,,on the second City business day after bid opening,exclusive of fhe 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.
Jake Parson
Auto Signa re Printed Signature
7
Preside Mary Loveless, Contracts Administration (254-205-9644)
Title Contact Name(if different)
TexasBit an Oldcastle company 214-741-3531 214-742-3540
Company Name Phone Number Fax Number
2121 Irving Blvd jake.parson a-texasbit.corn
Address Email Address (mloveless@oldcastlepavement.com)
Dallas, Texas 75207 January 12, 2017
City/State2ip Date
Rev.2110115
ATTACHMENT 1C
Page 1 of 4
FORTWORTH City of Fort Worth
Minority Business Enterprise
MBE Good Faith Effort Form
OFFEROR COMPANY NAME: Check applicable block to describe
TexasBit an Oldcastle company Qfferor
PROJECT NAME: MNV/DBE A
NON-M/VV/DBE
HMAC STREET REHABILITATION (2016-7)AT VARIOUS LOC. BID DATE
JANUARY 12, 2017
City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER
5 % 1 5 % 1 100620
FIf the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this
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.
Failure to complete this form, in its entirety with supporting 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.
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
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.2/10/15
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 IVIBE(s) listed in ,Attachment 1C will be
contacted and the reasons for not using them will be verified by the City's M/UVBE
Office.
Jake Parson
Auth igna re Printed Signature
Pres Mary Loveless, Contracts Administration (254-205-9644)
Title Contact Name and Title(if different)
TexasBit an Oldcastle company 214-741-3531 214-742-3540
Company Name Phone Number Fax Number
2121 Irving Blvd jake.parson@texasbit.com mloveless@oldcastlepavement.com
Address Email Address
Dallas,Texas 75207 January 12,2017
City/State/Zip Date
Rev.2/10/15
j
M&C Review Page 1 of 1
Official site of the City of Fort Worth,Texas
FORT WORT11
CIW COUNCIL 'AGENDA
COUNCIL ACTION: Approved on 10/29/2013
REFERENCE ** 20PREVAILING WAGE
DATE: 10/29/2013 NO.: C-26534 LOG NAME: RATES 2013
CODE: C TYPE: CONSENT PUBLIC NO
HEARING:
SUBJECT: Adopt 2013 Prevailing Wage Rates for City Awarded Public Works Projects (ALL
COUNCIL DISTRICTS)
RECOMMENDATION:
It is recommended that the City Council adopt the attached 2013 Prevailing Wage Rates for City-
awarded Public Works projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for Public
Works shall determine the general prevailing rate of per diem wages for each craft or type of worker
needed to execute the contract. The public body is required to specify in the bid documents for any
Public Works contract, and in the contract itself,the wages as determined and adopted by the public
body.
The attached 2013 Prevailing Wage Rates data for Heavy and Highway Construction projects
identifies the current Davis-Bacon Act prevailing wages for heavy and highway construction projects
applicable to the local wage rate zone. The attached 2013 Prevailing Wage Rates data for
Commercial Construction projects identifies average wage rates based on a salary survey conducted
and published by the North Texas Construction Industry(Fall 2012). The 2013 Prevailing Wage
Rates will be included in future City-awarded infrastructure bid documents and contracts once
adopted.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that this action will have no material effect on
City funds.
TO Fund/Account/Centers FROM Fund/Account/Centers
Submitted for City Manager's Office by: Fernando Costa (6122)
Originating Department Head: Douglas W. Wiersig (7801)
Additional Information Contact: Roy Teal (7958)
ATTACHMENTS
NewCOFW Hor.pdf
NeWCOFW Vert.pdf
http://apps.cfwnet.org/council_packet/mc review.asp?ID=19155&councildate=10/29/2013 11/7/2013
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
Truck 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.
Page 1 of 1
2013 PREVAILING WAGE RATES
(Commercial Construction Projects)
CLASSIFICATION DESCRIPTION Wage Rate
AC Mechanic $ 25.24
AC Mechanic Helper $ 13.67
Acoustical Ceiling Installer $ 16.83
Acoustical Ceiling Installer Helper $ 12.70
Bricklayer/Stone Mason $ 19.45
Bricklayer/Stone Mason Trainee $ 13.31
Bricklayer/Stone Mason Helper $ 10.91
Carpenter $ 17.75
Carpenter Helper $ 14.32
Concrete Cutter/Sawer $ 17.00
Concrete Cutter/Sawer Helper $ 11.00
Concrete Finisher $ 15.77
Concrete Finisher Helper $ 11.00
Concrete Form Builder $ 15.27
Concrete Form Builder Helper $ 11.00
Drywall Mechanic $ 15.36
Drywall Helper $ 12.54
Drywall Taper $ 15.00
Drywall Taper Helper $ 11.50
Electrician (Journeyman) $ 19.63
Electrician Apprentice(Helper) $ 15.64
Electronic Technician $ 20.00
Floor Layer $ 18.00
Floor Layer Helper $ 10.00
Glazier $ 21.03
Glazier Helper $ 12.81
Insulator $ 16.59
Insulator Helper $ 11.21
Laborer Common $ 10.89
Laborer Skilled $ 14.15
Lather $ 12.99
Metal Building Assembler $ 16.00
Metal Building Assembler Helper $ 12.00
Metal Installer(Miscellaneous) $ 13.00
Metal Installer Helper(Miscellaneous) $ 11.00
Metal Stud Framer $ 16.12
Metal Stud Framer Helper $ 12.54
Painter $ 16.44
Painter Helper $ 9.98
Pipefitter $ 21.22
Pipefitter Helper $ 15.39
Plasterer $ 16.17
Plasterer Helper $ 12.85
Plumber $ 21.98
Plumber Helper $ 15.85
Reinforcing Steel Setter $ 12.87
Page 1 of 2
Reinforcing Steel Setter Helper $ 11.08
Roofer $ 16.90
Roofer Helper $ 11.15
Sheet Metal Worker $ 16.35
Sheet Metal Worker Helper $ 13.11
Sprinkler System Installer $ 19.17
Sprinkler System Installer Helper $ 14.15
Steel Worker Structural $ 17.00
Steel Worker Structural Helper $ 13.74
Waterproofer $ 15.00
Equipment Operators
Concrete Pump $ 18.50
Crane,Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31
Forklift $ 16.45
Foundation Drill Operator $ 22.50
Front End Loader $ 16.97
Truck Driver $ 16.77
Welder $ 19.96
Welder Helper $ 13.00
The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted
and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman
Trubitt,PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The
Construction Association)website. www.texoassociation.org/Chapter/wagerates,asp
Page 2 of 2
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2' MIN. COLLAR FRAME AND COVER AS TRENCH REPAIR DETAILS
(TYP.) INDICATED IN THE DRAWINGS AS INDICATED IN THE
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EXISTING SUBGRADE r «''''``a',`s:>,.;• :' ; ''a`««''+t` \ MANHOLE OR VAULT
TREATED +'a;*;a 2 ROWS RAM—NEK OR
SUBGRADE ;<;•;« ?: '; EQUIVALENT (TYP.) ° •. ,+t.'.i+', PER DRAWINGS
ACCEPTABLE BACKFILL *a««a.« +.,�•+ as +'a'
OR AS REQUIRED BY
DRAWINGS PER SECTION � ''-i:'e«j NOTES:
33 05 10 1. THIS DETAIL TO BE USED ONLY WHERE
SPECIFIED ON THE DRAWINGS IN
COMBINATION WITH PROPOSED MANHOLE
SECTION VIEW OR VAULT IN THE SAME LOCATION.
2. IF GRADE RINGS ARE USED, THEY SHALL
BE NO LESS THAN 2" THICK, AND SHALL
NOT EXCEED 12" IN TOTAL HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALL BE ALLOWED.
3. MEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOLE/VAULT LID
ASSEMBLY.
CITY OF FORT WORTH,TEXAS REVISED:08-31-2012
MANHOLE LID ASSEMBLY - EXISTING
HMAC PAVEMENT (CONE) 33 05 13-D010
4
•.a .°j.. .v. + ° �'', "w
16—#4 BARS
6 1•
• 2" MIN. SEPARATION +°
DISTANCE (TYP.)
9,
Y
58" IN
O / /
PLAN VIEW PROPOSED HMAC EXISTING HMAC
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PAVEMENT REPAIR PER
ASPHALT PAVEMENT
EXISTING HMAC FRAME AND COVER AS TRENCH REPAIR DETAILS
PAVEMENT 2' MIN. CONCRETE INDICATED IN THE DRAWINGS AS INDICATED IN THE
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GROUT FACE
.. `• JJ Jl!!!!!f
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/ ,t'ae' t
ACCEPTABLE BACKFILL \ '*`t+t..' 1.{'' NOTES:
OR AS REQUIRED BY 1. THIS DETAIL TO BE USED ONLY WHERE
DRAWINGS PER SECTION SPECIFIED ON THE DRAWINGS IN
33 05 10 COMBINATION WITH PROPOSED MANHOLE
SECTION VIEW OR VAULT IN THE SAME LOCATION.
2. IF GRADE RINGS ARE USED, THEY SHALL
BE NO LESS THAN 2" THICK, AND SHALL
NOT EXCEED 12" IN TOTAL HEIGHT. NO
MORE THAN 3 TOTAL GRADE RINGS.
SHALL BE ALLOWED.
3. MEASUREMENTS ARE TYPICAL FOR ALL
SIDES OF MANHOLE/VAULT LID
ASSEMBLY.
FORT WORT CITY OF FORT WORTH, TEXAS REVISED:08-31-2012
MANHOLE LID ASSEMBLY - EXISTING HMAC
PAVEMENT (FLAT TOP) 33 05 13-D011
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NOTES TO DESIGNER:
1. DETAIL DEFINES PAY LIMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCTION.
/24 HMAC
TRANSI11ON
EXPANSION / PER SECTION EXPANSION
JOINTS A 32 12 16 JOINTS
PER ti� PER
32 13 13-D513 v�� \ 32 13 13-D513
o=
v
ro
A � /
9" HMAC / SEE NOTE 4
TRANSITION
PER SECTION
32 12 16 XINTERSECTING VALLEY
/ - - - - - - -
PLAN VIEW
SEE #4 BARS @1" MAX OR AS DIRECTED BY SEE
NOTE 4 18" O.C.B.W. THE ENGINEER NOTE 4
7=x A
a
::_:.::.......: _...:-- .11 1=1 I 1-- .._I__=
COMPACTED I 8'-0" MIN.
SUBGRADE (RESIDENTIAL STREETS)
(SEE NOTE 2)
SECTION A-A
NOTES:
1. THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING
PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE WITH THE TYPICAL
PAVING SECTION.
2. 6" FLEX BASE, TYPE A, GR-1 OR MATCH THE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION.
TYPE D OR TYPE B ASPHALT OR PREPARED SUBGRADE MAY BE USED.
3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT.
4. 9" AND 24" HMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITIONAL HMAC
TRANSITION BEYOND THESE LIMTS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 12 16.
5. GUTTER TO BE SHAPED TO CONFORM WITH CONCRETE VALLEY (OR PAVEMENT).
FORT WORTH CITY OF FORT WORTH, TEXAS REVISED:08-31-2012
CONCRETE VALLEY GUTTER 3216 13-01530
4'
12.
44" AF IL 0 0
-I-HAIL'T ki I'vo,f
E �,R
4
3"
3� P ro'J e ct Title
4"
4'
12" — Architect: ��+
22„ Architects Name 2
1"
12 Contractor:
22 Contractors Name _,� 2
1" FUNDED BY A
14
22 (List Bond Fund, etc)
12" SCHEDULE COMPLETION DATE --
12' YEAR 1
31��
4
R12'TYP. 12'TYP.
FONTS:
FORT WORTH LOGO IN CHELTINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
COLORS:
FORT WORTH-PMS 288-BLUE
LONGHORN LOGO-PMS 725-BROWN
LETTERING-PMS 288-BLUE
BACKGROUND-WHITE
BORDER-BLUE
PROJECT DESIGNATION SIGN
CITY OF FORT WORTH - CONSTRUCTION STANDARD
DRAWING NO. 1 - V DATE:
Page 1 of 2
SPECIAL PROVISIONS
32 13 20 — Concrete Driveways: Contractor shall backfill`* around the driveway within five (5)
working days from pouring the driveway; if the contractor fails to complete the backfill within five
(5)working days,a$100 dollars liquidated damage will be assessed per block per day. Backfilling is
considered subsidiary to this bid list item,just as excavating and preparing the subgrade.
32 13 20—Sidewalks: Contractor shall backfill around the sidewalk within five (5) working days
from pouring the sidewalk; if the contractor fails to complete the backfill within five (5) working
days, a $100 dollars liquidated damage will be assessed per block per day. Backfilling is considered
subsidiary to this bid list item,just as excavating and preparing the subgrade.
32 13 20 — Ramps: Contractor shall backfill the wheelchair ramp within five (5) working days
from pouring the ramp; if the contractor fails to complete the backfill within five (5)working days,a
$100 dollars liquidated damage will be assessed per block per day. Backfilling is considered
subsidiary to this bid list item,per each ramp removed and/or installed.
32 16 13 —7" Concrete Curb and 18" Gutters, Construction Detail, D534: Contractor shall backfill
behind the curb and front-fill to the saw-cut, with HMAC, within five (5) working days from the
day of completing the curb and gutter; if the contractor fails to complete the backfill and front-fill
within five(5)working days,a$100 dollars liquidated damage will be assessed per block per day.
Included and figured subsidiary to this bid list item will be the required HMAC front-fill and saw-cut
excavation into the street,to aid in the construction of the curb and gutter, a limit of nine inches (9")
out from the gutter lip. The HMAC front-fill is required irrespective of new or existing curb and
gutter. The contractor shall saw-cut the curb and gutter and/or pavement prior to removal;with same
day haul off of the removed material.
32 16 13 - Concrete Valley Gutters: Work shall be completed on each half within five (5)working
days; if the contractor fails to complete the work on each half within five (5) working days, a $100
dollars liquidated damage will be assessed per each half of the valley gutter per day. Saw cutting,
removal, hauling or disposal, tools, labor and incidentals necessary to execute the work are
subsidiary, since they are covered under Division 2, Section 02 41-15, Pavement Removal. Also,
asphalt transition is considered subsidiary to the concrete valley gutter.
32 17 23 —Pavement Markings: Pavement surface preparation for the pavement markings shall be
considered subsidiary to the respective bid item;refer to subsection 1.2,Alc.
Page 2 of 2
02 41 15 -Pulverization: Please refer to Paving Removal,page 5, subsection H, line 29 and Section
32 1133,page 6,for process description. This procedure shall be completed within 10 working days
from the day of completing "flat-work" on any street; if the contractor fails to complete the
pulverization within the 10 days, a $100 dollars liquidated damage will be assessed per block per
day.
02 41 15 - Wedge Milling / Surface Milling: Shall be completed within 10 working days from the
day of completing "flat-work" on any street; if the contractor fails to complete the Wedge Milling/
Surface Milling within the 10 days, a $100 dollars liquidated damage will be assessed per block per
day.
33 05 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Structures: Contractor shall
complete the adjustments within five (5) working days from the day of completing the asphalt
overlay on any street and the street shall be open to traffic within 10 working days; if the contractor
fails to install the speed cushions within the 10 days, a $100 dollars liquidated damage will be
assessed per each appurtenance per day.
32 17 25—Painting Curb Addresses: : Painting shall be completed within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the work
within the 10 days,a$100 dollars liquidated damage will be assessed per block per day.
32 92 13 —Block Sod: Contractor shall complete the replacement within 10 working days from the
day of completing the asphalt overlay on any street; if the contractor fails to complete the sodding
within the 10 days,a$100 dollars liquidated damage will be assessed per block per day.
32 12 16 - Asphalt Paving: Within five (5) working days from the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. The contractor
shall complete micro-cracking,priming and overlaying of the modified street within five(5)working
days from modification. Failure to complete this work within the specified time, $100 liquidated
damage will be assesses per day per block.
** Native soil can be used if it will sustain vegetation growth; otherwise, top soil must be used, if
needed, and shall be compacted and leveled to grade. Also, all removed flatwork items shall be
replaced as soon as possible. Under no circumstances, except for situations and / or conditions
beyond your control,shall excavated areas remain open for more than three(3)working days.
N N N N N N N N LO
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FUGRO CONSULTANTS, INC.
2517 East Loop 820 North, Fort Worth,Texas 76118
Ph(817)284-9595; Fax(817)284-4480
CORE REPORT
City of Fort Worth 1`1`211 RC)d",-- T I
Project HMAC 2016-7 CPN#100620
CORE DATE: 11/01116
Core Core Thickness (inches)
# Type D Type B Base
33 7328 Bob Hanger 2 % 5 0
34 7320 Sam Cantey 2 3 Y2 0
35 7305 Sam Cantey 2% 0 10%
36 7221 Sam Cantey 2 % 6 0
37 7205 Sam Cantey 2 6 0
38 5900 Angus 2 3 2
39 5928 Angus 2 Y2 7 0
40 Angus, 50' E of Bob Hanger 2 % 8 0
41 NE Corner of Angus &Gillis Johnson 1 % 5 % 0
42 Angus, 200' E of Marvin Brown 2 Y4 8 0
43 NW Corner of Angus& Marvin Brown 2 % 8% 0
44 Angus, 100' E Seth Barwise 1 % 4 4
45 7320 Marvin Brown 2 7 Y2 0
46 7301 Marvin Brown 2 6 2
47 7209 Marvin Brown 2 5 0
48 7129 Marvin Brown 2 6 0
49 7105 Marvin Brown 1 % 0 9
50 NW Corner of Hereford &Marvin Brown 2% 0 9
FUGRO CONSULTANTS, INC.
TBPE Firrpe0egistration No. 299
RUyiT G(ant, P.E.
CMET Manager
_FUGRO CONSULTANTS, I
2517 East Loop 820 North, Fort Worth,Texas 76118
Ph(817)284-9595;Fax(817)284-4480
CORE REPORT
CAL
J!.. City of FortWorth
C J _ K Project HMAC 2016-7 CPN#100620 J_
CORE DATE: 11101116
Core Core Thickness(inches)
# Type D Type B Base
51 7201 Marvin Brown 2 1 5% 0
52 7004 Marvin Brown 2 % 0 8
53 6913 Marvin Brown 2 0 10
54 NW Corner Marvin Brown &Brahma 3 0 10
.. ,
FUGRO CONSULTANTS, INC.
TBPE Fir egistration o, 299
R, rant, P.E.
CMET Manager
FUGRO CONSULTANTS, INC.
2517 East Loop 820 North, Fort Worth,Texas 76118
Ph(817)284-9595; Fax(817)284-4480
CORE REPORT
CLIENT: City of Fort Worth
PROJECT: Project HMAC 2016-7 CPN#100620;. '
CORE DATE: 10131/16
Core Core Thickness(inches)
# Type D Type B Base
1 6133 Longhorn Lane 0 0 1 'f
2 6107 Longhorn Lane 2 2 0
3 6105 Longhorn Lane 2 5 0
4 6027 Longhorn Lane 2% 3% 0
5 6005 Longhorn Lane 23/4 5 0
6 Longhorn Lane,40' W of Bob Hanger St 2 % 8 % 0
7 6512 Marvin Brown St 1 sf 8 0
8 6600 Marvin Brown St 2 0 Unk
9 662.0 Marvin Brown St 2 % 0 Link
10 Santa Gertrudis, 300' E of Marvin Brown St 7 0 0
11 Santa Gertrudis,40' E of Gillis Johnson St 23/4 8 4/a 0
12 Santa Gertrudis, 60'W of Bob Hanger St 6 4 0
13 6512 Gillis Johnson St 2 4 % 0
14 6524 Gillis Johnson St 2 10% 0
16 6624 Gillis Johnson St 3 % 6 0
16 6708 Gillis Johnson St 2 A 8 /z 0
17 6724 Gillis Johnson St 2 % 6 0
18 6813 Gillis Johnson St 3 7 0
REMARKS: Link-Indicates that the base was not measured
Test Method: ASTM C-42,ASTM C-174
Technician: Paul Richardson
FUGRO CONSULTANTS, INC.
TBPE FirpAegistration No. 299
100'144 �—
k R. Gognt, P.E.
CMET Manager
im,_ CONSULTANTS.FUGRO
2517 Bast Loop 820 North, Fort Worth,Texas 76118
Ph (817)284-9595; Fax(817)284-4480
CORE REPORT
r - City of Fort Worth REPORT DATE:
.0_°FC ',' Project HMAC 2016-7 CPN#100620
CORE DATE: 10/31/16
Core Core Thickness(inches)
# Type D Type B Base
19 6828 Gillis Johnson St 3 0 0
20 6913 Gillis Johnson St 4 0 0
21 7004 Gillis Johnson St 2 %2 7 0
22 7022 Gillis Johnson St 11 'l2 0 0
23 7100 Gillis Johnson St 9 Y22 2 Y. 0
24 7116 Gillis Johnson St 2'12 7 0
25 7132 Gillis Johnson St 2 9 0
26 7209 Gillis Johnson St 2 7 0
27 7301 Gillis Johnson St 2'/2 8 0
28 7321 Gillis Johnson St 2 !4 5 0
29 SE Comer of WJ Boaz&Gillis Johnson St 3 5 0
30 7217 Bob Hanger 2 9 0
31 7300 Bob Hanger 2% 3 3
32 7316 Bob Hanger 2'12 1 4
FUGRO CONSULTANTS, INC.
TBPE Fir egistration No.299
RdR. Gpgnf, P.E.
CMET Manager
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