HomeMy WebLinkAboutContract 43468 5� � `Q� tNp�COPY FOR,
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FORTWORTH CITY§ECRETARY
CITY MANAGER'S OFFICE
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PROJECT MANUAL
FOR
THE CONSTRUCTION OF
HMAC SURFACE OVERLAY (2012-4)
City Project No. 01893
Betsy Price Tom Higgins
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2012
OFFICIAL RECORD
CITY SECRETARY
F%WORTH,
08-02-12 A03 :03 IN
M&C Review Page 1 of 2
Official site of the City of Fort Worth,Texas
CITY COUNCIL AGENDA FORTIVORT11
COUNCIL ACTION: Approved on 7/10/2012 -Ordinance Nos. 20279-07-2012 and 20280-07-2012
DATE: 7/10/2012 REFERENCE NO.: C-25711 LOG NAME: 20HMAC 2012-
4
CODE: C TYPE: NON-CONSENT PUBLIC NO
HEARING:
SUBJECT: Authorize Execution of a Contract with JLB Contracting, LLC, in the Amount of
$1,097,556.99 for Hot Mix Asphaltic Concrete Surface Overlay 2012-4 at Fourteen
Locations and Adopt Appropriation Ordinances (COUNCIL DISTRICTS 4, 5 and 8)
RECOMMENDATION:
It is recommended that the City Council:
1 Authorize the transfer of$548,778.49 from the Water and Sewer Fund in the amounts of
$274,389.24 to the Water Capital Projects Fund and $274,389.25 to the Sewer Capital Projects Fund;
2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in
the Water Capital Projects Fund by the amount of$274,389.24 and the Sewer Capital Projects Fund
by the amount of$274,389.25 from available funds; and
3. Authorize the execution of a contract with JLB Contracting, LLC, in the amount of$1,097,556.99
for 140 calendar days for Hot Mix Asphaltic Concrete Surface Overlay 2012-4 at 14 locations that are
listed on the attachments provided.
DISCUSSION:
These street overlay projects are being undertaken in conjunction with a separate contract for
replacement of water and sewer lines. The Transportation and Public Works and Water Department
share in these resurfacing costs in lieu of trench repair under the utility contract.
Transportation and Public Works' share on this contract is $548,778.50, which is available in the 2012
Contract Street Maintenance Fund.
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.
This project was advertised for bid on March 22, 2012 and March 29, 2012, in the Fort Worth Star-
Telegram. On April 19, 2012, the following bids were received:
Bidders Amount
JLB Contracting, LLC $1,097,556.99
Peachtree Construction, Ltd. $1,157,217.40
Advanced Paving $1,182,318.00
JLB Contracting, LLC, is in compliance with the City's M/WBE Ordinance by committing to 15 percent
M/WBE participation. The City's goal on this project is 15 percent.
These projects are located in COUNCIL DISTRICTS 4, 5 and 8.
FISCAL INFORMATION/CERTIFICATION:
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=16939&councildate=7/10/2012 7/12/2012
M&C Review Page 2 of 2
The Financial Management Services Director certifies that upon adoption of the attached
Appropriation Ordinances, funds are available in the current capital budgets, as appropriated, of the
Water Capital Projects Fund and the Sewer Capital Project Fund and the Contract Street
Maintenance Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
1&2) $274,389.24 1) PE45 538040 0609020 $274,389.24
P253 476045 6041701893ZZ
1&2 1) PE45 538040 0709020 $274,389.25
P258 476045 7041701893ZZ $274,389.25 3) P253 541200 604170189383 $274,389.24
2) P253 541200 604170189383 $274,389.24 3) P258 541200 704170189383 $274,389.25
2) P258 541200 704170189383 $274,389.25 3) C293 541200 204620189383 $548,778.50
Submitted for City Manager's Office by: Fernando Costa (8476)
Originating Department Head: Douglas W. Wiersig (7801)
Additional Information Contact: Kristian Sugrim (8902)
ATTACHMENTS
20HMAC 2012-4 P253 A012.doc
20HMAC 2012-4 P258 A012.doc
20HMAC 2012-4 MAP PAGE 1.pdf
20HMAC 2012-4 MAP PAGE 2.pdf
20HMAC 2012-4 MAP PAGE 3.pdf
20HMAC 2012-4 MAP PAGE 4.pdf
http://apps.cfwnet.org/council_packet/mc_review.asp?ID=16939&councildate=7/10/2012 7/12/2012
FORTWORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
HMAC SURFACE OVERLAY (2012-4)
City Project No. 01893
Betsy Price Tom Higgins
Mayor City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
Prepared by
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2012
00 00 00- 1
TABLE OF CONTENTS
Page 1 of 2
1 SECTION 00 00 00
2 TABLE OF CONTENTS
3
4 Division 00- General Conditions
5 0005 10 Mayor and Council Communication
6 0005 15 Addenda
7 00 11 13 Invitation to Bidders
8 0021 13 Instructions to Bidders
9 0035 13 Conflict of Interest Affidavit
10 0041 00 Bid Form
11 00 42 43 Proposal Form Unit Price
12 0043 13 Bid Bond
13 00 43 37 Vendor Compliance to State Law Nonresident Bidder
14 0045 11 Bidders Prequalifications
15 0045 12 Prequalification Statement
16 0045 13 Bidder Prequalification Application
17 00 45 26 Contractor Compliance with Workers'Compensation Law
18 00 45 39 Minority and Women Business Enterprise Goal
19 00 52 43 Agreement
20 0061 13 Performance Bond
21 0061 14 Payment Bond
22 0061 19 Maintenance Bond
23 00 61 25 Certificate of Insurance
24 00 72 00 General Conditions
25 0073 00 Supplementary Conditions
26
27 Division 01 - General Requirements
28 01 1100 Summary of Work
30 01 31 19 Preconstruction Meeting
31 01 3120 Project Meetings
32 01 32 16 Construction Progress Schedule
33 01 3233 Preconstruction Video
34 0133 00 Submic s
35 0135 133 Speeial nrojeet Pfeeoa„ro-s
36 0135 43 Contaminated Matefial Handling, Leading, Tfanspet4atien and Disposal
37 01 4523 -Testing and Inspection Services
38 01 5000 Temporary Facilities and Controls
39 01 5526 Street Use Permit and Modifications to Traffic Control
40 01 5713 Storm Water Pollution Prevention Plan
41 01 5813 Temporary Project Signage
42 01 60-00 Pfeduet Requirements
43 01 6600 Dr.,duet Storage and Handling 17 equi fe ffients
44 017000 Mobilization tion and u,,,,,obiliz tion
45 01 7123 Construction Staking
46 01 7423 Cleaning
47 01 77 19 Closeout Requirements
r 48 01 7839 Project Record Documents
49
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised November 9,2011
000000-2
TABLE OF CONTENTS
Page 2 of 2
1 Technical Specifications which have been modified by the Engineer specifically for this
2 Project ; hard copies are included in the Project's Contract Documents
3
4 Division 02 -Existing Conditions
5 0241 15 Paving Removal
6
7 Division 31 -Earthwork
8 3123 16 Unclassified Excavation
9
10 Division 32-Exterior Improvements
11 32 1123 Flexible Base Courses
12 32 11 33 Cement Treated Base Courses
13 32 12 16 Asphalt Paving
14 32 1273 Asphalt Paving Crack Sealants
15 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps
16 32 16 13 Concrete Curb and Gutters and Valley Gutters
17 3291 19 Topsoil Placement and Finishing of Parkways
18 3292 13 Hydro-Mulching, Seeding, and Sodding
19
20 Division 33 -Utilities
21 3305 14 Adjusting Manholes, Inlets,Valve Boxes, and Other Structures to Grade
22
23 Division 34-Transportation
24 3471 13 Traffic Control
25
26 Technical Specifications listed below are included for this Project by reference and can be
27 viewed/downloaded from the City's Buzzsaw site at:
28
29 htps://projectpoint.buzzsaw,com/client/fortworthgov/Resources/02%20-
30 %20Construction%2ODocuments/Specifications
31
32 Appendix GC-4.01 Availability of Lands
33 GC-4.02 Subsurface and Physical Conditions
34 GC-4.04 Underground Facilities
35 GC-4.06 Hazardous Environmental Condition at Site
36 GC-6.06.D Minority and Women Owned Business Enterprise Compliance
37 GC-6.07 Wage Rates
38 GC-6.09 Permits and Utilities
39 GC-6.24 Nondiscrimination
40 GR-01 60 00 Product Requirements
41
42 END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised November 9,2011
0005 10- 1
MAYOR AND COUNCIL COMMUNICATION(M&C)
Page I of I
SECTION 00 05 10
2 MAYOR AND COUNCIL COMMUNICATION(M&C)
3
4
5
6 [Assembler: For Contract Document execution, remove this page and replace with the approved
7 M&Cfor the award of the project. M&C insert shall be on blue paper.]
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24 END OF SECTION
CITY OF FORT WORTH
HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0005 15-1
ADDENDA
Page 1 of 1
1 SECTION 00 05 15
2 ADDENDA
3
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6 [Assembler: For Contract Document execution, remove this page and replace with any addenda
7 issued during bidding.]
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24 END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
00 11 13-1
INVITATION TO BIDDERS
Page 1 of 2
1 SECTION 00 1113
2 INVITATION TO BIDDERS
3
4 RECEIPT OF BIDS
5 Sealed bids for the construction of FIMAC SURFACE OVERLAY(2012-4), 01893 will be
6 received by the City of Fort Worth Purchasing Office:
7
8 City of Fort Worth
9 Purchasing Division
10 1000 Throckmorton Street
11 Fort Worth,Texas 76102
12 until 1:30 P.M. CST, Thursday,April 19, 2012, and bids will be opened publicly and read aloud
13 at 2:00 PM CST in the Council Chambers.
14
15 GENERAL DESCRIPTION OF WORK
16 The major work will consist of the(approximate)following:
17
8,888 S.Y. 2" Surface Milling
38,336 S.Y. 8"Pavement Pulverization
57,870 S.Y. 2"HMAC Surface Course,Type D
4,100 L.F. Wedge Milling
4,620 L.F. Remove and Replace Curb&Gutters
3,410 S.F. Remove and Replace 6"Concrete Driveway
18
19 PREQUALIFICATION
20 The improvements included in this project must be per•folmed by a contractor who is pre-
21 qualified by the City at the time of bid opening. The procedures for qualification and pre-
22 qualification are outlined in the Section 00 21 13 —INSTRUCTIONS TO BIDDERS.
23
24 DOCUMENT EXAMINATION AND PROCUREMENTS
25 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
26 of Fort Worth's Purchasing Division website at hLtp://www.fortworthgov.org/purchasing/and
27 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The
28 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or
29 suppliers.
30
31 Copies of the Bidding and Contract Documents may be purchased from Pamela Forehand, 817-
32 392-7913, City of Fort Worth,Transportation and Public Works, 1000 Throckmorton St., Fort
33 Worth, TX. 76102.
34
35 The cost of Bidding and Contract Documents is: $30,00
36
37 PREBID CONFERENCE
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0011 13-2
INVITATION TO BIDDERS
Page 2 of 2
1 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
2 BIDDERS at the following location, date, and time:
3 DATE: Tuesday,April 10, 2012
4 TIME: 9:00 A.M.
5 PLACE: Transportation and Public Works, 1000 Throckmorton St., RM#: 270, Fort
6 Worth,TX 76102
7 LOCATION: Municipal Building, 2°d. Floor
8
9
10 CITY'S RIGHT TO ACCEPT OR REJECT BIDS
11 City reserves the right to waive irregularities and to accept or reject bids.
12
13
14 INQUIRIES
15 All inquiries relative to this procurement should be addressed to the following:
16 Attn: Kristian Sugrim, City of Fort Worth
17 Email: Kristian.Sugrim@fortworthtexas.gov
18 Phone: 817-392-8902
19
20 ADVERTISEMENT DATES
21 March 22, 2012
22 March 29, 2012
23
24 END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13- 1
INSTRUCTIONS TO BIDDERS
Page I of 9
1 SECTION 00 21 13
2 INSTRUCTIONS TO BIDDERS
3
4 1. Defined Terms
5
6 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 00
7 -GENERAL CONDITIONS.
8
9 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings
10 indicated below which are applicable to both the singular and plural thereof.
11
12 1.2.1. Bidder: Any person, firm,partnership, company, association, or corporation acting
13 directly through a duly authorized representative, submitting a bid for performing
14 the work contemplated under the Contract Documents.
15
16 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
17 corporation acting directly through a duly authorized representative, submitting a
18 bid for performing the work contemplated under the Contract Documents whose
19 principal place of business is not in the State of Texas.
20
21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
22 (on the basis of City's evaluation as hereinafter provided) makes an award.
23
24 2. Copies of Bidding Documents
25
26 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
27 resulting from the Bidders use of incomplete sets of Bidding Documents.
28
29 2.2. City and Engineer in making copies of Bidding Documents available do so only for the
30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for
31 any other use.
32
33 3. Prequalification of Bidders (Prime Contractors and Subcontractors)
34
35 3.1. All Bidders and their subcontractors are required to be prequalified for the work types
36 requiring prequalification at the time of bidding. Bids received from contractors who are not
37 prequalified(even if inadvertently opened) shall not be considered.
38
39 3.2. Each Bidder unless currently prequalified,must be prepared to submit to City within seven
40 (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11,
41 BIDDERS PREQUALIFICATIONS.
42
43 3.2.1. Submission of and/or questions related to prequalification should be addressed to
44 the City contact as provided in Paragraph 6.1.
45
46
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13-2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
1 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low
2 bidder(s)for a project to submit such additional information as the City, in its sole discretion
3 may require, including but not limited to manpower and equipment records, information
4 about key personnel to be assigned to the project, and construction schedule, to assist the
5 City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality
6 product and successfully complete projects for the amount bid within the stipulated time
7 frame. Based upon the City's assessment of the submitted information, a recommendation
8 regarding the award of a contract will be made to the City Council. Failure to submit the
9 additional information, if requested, may be grounds for rejecting the apparent low bidder as
10 non-responsive. Affected contractors will be notified in writing of a recommendation to the
11 City Council.
12
13 3.4. In addition to prequalification, additional requirements for qualification may be required
14 within various sections of the Contract Documents.
15
16 4. Examination of Bidding and Contract Documents, Other Related Data, and Site
17
18 4.1. Before submitting a Bid, each Bidder shall:
19
20 4.1.1. Examine and carefully study the Contract Documents and other related data
21 identified in the Bidding Documents (including "technical data" referred to in
22 Paragraph 4.2. below).No information given by City or any representative of the
23 City other than that contained in the Contract Documents and officially
24 promulgated addenda thereto, shall be binding upon the City.
25
26 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and
27 site conditions that may affect cost, progress, performance or furnishing of the
28 Work.
29
30 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost,
31 progress, performance or furnishing of the Work.
32
33 4.1.4.Study all: (i)reports of explorations and tests of subsurface conditions at or
34 contiguous to the Site and all drawings of physical conditions relating to existing
35 surface or subsurface structures at the Site(except Underground Facilities)that
36 have been identified in the Contract Documents as containing reliable "technical
37 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any,
38 at the Site that have been identified in the Contract Documents as containing
39 reliable "technical data."
40
41 4.1.5. Be advised that the Contract Documents on file with the City shall constitute all of
42 the information which the City will furnish. All additional information and data
43 which the City will supply after promulgation of the formal Contract Documents
44 shall be issued in the form of written addenda and shall become part of the Contract
45 Documents just as though such addenda were actually written into the original
46 Contract Documents. No information given by the City other than that contained in
47 the Contract Documents and officially promulgated addenda thereto, shall be
48 binding upon the City.
49
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13-3
INSTRUCTIONS TO BIDDERS
Page 3 of 9
1 4.1.6. Perform independent research, investigations, tests, borings, and such other means
2 as may be necessary to gain a complete knowledge of the conditions which will be
3 encountered during the construction of the project. On request, City may provide
4 each Bidder access to the site to conduct such examinations, investigations,
5 explorations,tests and studies as each Bidder deems necessary for submission of a
6 Bid. Bidder must fill all holes and clean up and restore the site to its former
7 conditions upon completion of such explorations, investigations, tests and studies.
8
9 4.1.7. Determine the difficulties of the Work and all attending circumstances affecting the
10 cost of doing the Work, time required for its completion, and obtain all information
11 required to make a proposal. Bidders shall rely exclusively and solely upon their
12 own estimates, investigation, research, tests, explorations, and other data which are
13 necessary for full and complete information upon which the proposal is to be based.
14 It is understood that the submission of a proposal is prima-facie evidence that the
15 Bidder has made the investigation, examinations and tests herein required. Claims
16 for additional compensation due to variations between conditions actually
17 encountered in construction and as indicated in the Contract Documents will not be
18 allowed.
19
20 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
21 between the Contract Documents and such other related documents. The Contractor
22 shall not take advantage of any gross error or omission in the Contract Documents,
23 and the City shall be permitted to make such corrections or interpretations as may
24 be deemed necessary for fulfillment of the intent of the Contract Documents.
25
26 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification o£
27
28 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
29 the site which have been utilized by City in preparation of the Contract Documents.
30 The logs of Soil Borings, if any, on the plans are for general information only.
31 Neither the City nor the Engineer guarantees that the data shown is representative
32 of conditions which actually exist.
33
34 4.2.2. those drawings of physical conditions in or relating to existing surface and
35 subsurface structures(except Underground Facilities)which are at or contiguous to
36 the site that have been utilized by City in preparation of the Contract Documents.
37
38 4.2.3. copies of such reports and drawings will be made available by City to any Bidder
39 on request. Those reports and drawings may not be part of the Contract
40 Documents, but the "technical data" contained therein upon which Bidder is entitled
41 to rely as provided in Paragraph 4.02. of the General Conditions has been identified
42 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
43 responsible for any interpretation or conclusion drawn from any "technical data" or
44 any other data, interpretations, opinions or information.
45
y CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13-4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder(i)that
2 Bidder has complied with every requirement of this Paragraph 4, (ii)that without exception
3 the Bid is premised upon performing and furnishing the Work required by the Contract
4 Documents and applying the specific means,methods,techniques, sequences or procedures
5 of construction (if any)that may be shown or indicated or expressly required by the Contract
6 Documents, (iii)that Bidder has given City written notice of all conflicts, errors, ambiguities
7 and discrepancies in the Contract Documents and the written resolutions thereof by City are
8 acceptable to Bidder, and when said conflicts, etc., have not been resolved through the
9 interpretations by City as described in Paragraph 6., and (iv)that the Contract Documents
10 are generally sufficient to indicate and convey understanding of all terms and conditions for
I 1 performing and furnishing the Work.
12
13 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
14 biphenyls (PCBs),Petroleum, Hazardous Waste or Radioactive Material covered by
15 Paragraph 4.06, of the General Conditions, unless specifically identified in the Contract
16 Documents.
17
18 5. Availability of Lands for Work, Etc.
19
20 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for access
21 thereto and other lands designated for use by Contractor in performing the Work are
22 identified in the Contract Documents. All additional lands and access thereto required for
23 temporary construction facilities, construction equipment or storage of materials and
24 equipment to be incorporated in the Work are to be obtained and paid for by Contractor.
25 Easements for permanent structures or permanent changes in existing facilities are to be
26 obtained and paid for by City unless otherwise provided in the Contract Documents.
27
28 5.2. Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed in
29 Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-of-
30 way, easements, and/or permits are not obtained,the City reserves the right to cancel the
31 award of contract at any time before the Bidder begins any construction work on the project.
32
33 5.3. The Bidder shall be prepared to commence construction without all executed right-of-way,
34 easements, and/or permits, and shall submit a schedule to the City of how construction will
35 proceed in the other areas of the project that do not require permits and/or easements.
36
37 6. Interpretations and Addenda
38
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13-5
INSTRUCTIONS TO BIDDERS
Page 5 of 9
1 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to City
2 in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received
3 after this day may not be responded to. Interpretations or clarifications considered necessary
4 by City in response to such questions will be issued by Addenda delivered to all parties
5 recorded by City as having received the Bidding Documents. Only questions answered by
6 formal written Addenda will be binding. Oral and other interpretations or clarifications will
7 be without legal effect.
8
9 Address questions to:
10
11 City of Fort Worth
12 1000 Throckmorton Street
13 Fort Worth, TX 76102
14 Attn: Kristian Sugrim, Transportation and Public Works
15 Fax: 817-392-8092
16 Email: Kristian.Sugrim@fortworthtexas.gov
17 Phone: 817-392-8902
18
19
20 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City.
21
22 6.3. Addenda or clarifications may be posted via Buzzsaw at:
23 <https://projectpoint.buzzsaw.com/client/fortworthgov/Infrastructure%20
24 Projects/01893%2o-%20HMAC9620Surface%200verlay%20%282012-4%29>
25
26
27 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
28 INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project.
29 Bidders are encouraged to attend and participate in the conference. City will transmit to all
30 prospective Bidders of record such Addenda as City considers necessary in response to
31 questions arising at the conference. Oral statements may not be relied upon and will not be
32 binding or legally effective.
33
34 7. Bid Security
35
36 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five(5)
37 percent of Bidder's maximum Bid price on form attached, issued by a surety meeting the
38 requirements of Paragraphs 5.01 of the General Conditions,
39
40 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award have
41 been satisfied. If the Successful Bidder fails to execute and deliver the complete Agreement
42 within 10 days after the Notice of Award, City may consider Bidder to be in default, rescind
43 the Notice of Award, and the Bid Bond of that Bidder will be forfeited. Such forfeiture shall
44 be City's exclusive remedy if Bidder defaults. The Bid Bond of all other Bidders whom City
45 believes to have a reasonable chance of receiving the award will be retained by City until
46 final contract execution.
47
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13-6
INSTRUCTIONS TO BIDDERS
Page 6 of 9
1 8. Contract Times
2 The number of days within which, or the dates by which,Milestones are to be achieved in
3 accordance with the General Requirements and the Work is to be completed and ready for
4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
5 attached Bid Form.
6
7 9. Liquidated Damages
8 Provisions for liquidated damages are set forth in the Agreement.
9
10 10. Substitute and "Or-Equal" Items
11 The Contract, if awarded, will be on the basis of materials and equipment described in the
12 Bidding Documents without consideration of possible substitute or "or-equal" items.
13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or-
14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to
15 City, application for such acceptance will not be considered by City until after the Effective
16 Date of the Agreement. The procedure for submission of any such application by Contractor
17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General
18 Conditions and is supplemented in Section 01 25 00 of the General Requirements.
19
20 11. Subcontractors, Suppliers and Others
21
22 11.1. In accordance with City Ordinance No. 15530(as amended),the City has goals for
23 the participation of minority business and women business enterprises in City
24 contracts. A copy of the Ordinance can be obtained from the Office of the City
25 Secretary. The Bidder shall submit the MBE/WBE Utilization Form,
26 Subcontractor/Supplier Utilization Form, Prime Contractor Waiver Form and/or
27 Good Faith Effort Form (with"documentation)and/or Joint Venture Form as
28 appropriate.The Forms including documentation must be received by the City no
29 later than 5:00 P.M. CST,five (5)City business days after the bid opening date. The
30 Bidder shall obtain a receipt from the City as evidence the documentation was
31 received. Failure to comply shall render the bid as non-responsive.
32
33 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
34 or organization against whom Contractor has reasonable objection.
35
36 12. Bid Form
37
38 12.1. The Bid Form is included with the Bidding Documents; additional copies may be
39 obtained from the City.
40
41 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form
42 signed in ink. Erasures or alterations shall be initialed in ink by the person signing
43 the Bid Form, A Bid price shall be indicated for each Bid item, alternative, and unit
44 price item listed therein. In the case of optional alternatives,the words "No Bid,"
45 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices,
46 written in ink in both words and numerals, for which the Bidder proposes to do the
47 work contemplated or furnish materials required. All prices shall be written legibly.
48 In case of discrepancy between price in written words and the price in written
49 numerals, the price in written words shall govern.
50
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13-7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
1 12.3. Bids by corporations shall be executed in the corporate name by the president or a
2 vice-president or other corporate officer accompanied by evidence of authority to
3 sign. The corporate seal shall be affixed. The corporate address and state of
4 incorporation shall be shown below the signature,
5
6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a
7 partner, whose title must appear under the signature accompanied by evidence of
8 authority to sign. The official address of the partnership shall be shown below the
9 signature.
10
11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a
12 member and accompanied by evidence of authority to sign, The state of formation of
13 the firm and the official address of the firm shall be shown.
14
15 12.6. Bids by individuals shall show the Bidder's name and official address.
16
17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner
18 indicated on the Bid Form. The official address of the joint venture shall be shown.
19
20 12.8. All names shall be typed or printed in ink below the signature,
21
22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of
23 which shall be filled in on the Bid Form.
24
25 12.10, Postal and e-mail addresses and telephone number for communications regarding the
26 Bid shall be shown.
27
28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
29 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance
30 to State Law Non Resident Bidder.
31
32 13. Submission of Bids
33 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
35 addressed to City Manager of the City, and shall be enclosed in an opaque sealed envelope,
36 marked with the City Project Number, Project title,the name and address of Bidder, and
37 accompanied by the Bid security and other required documents. If the Bid is sent through the
38 mail or other delivery system,the sealed envelope shall be enclosed in a separate envelope
39 with the notation "BID ENCLOSED" on the face of it.
40
41 14. Modification and Withdrawal of Bids
42
43 14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
44 withdrawn prior to the time set for bid opening. A request for withdrawal must be
45 made in writing by an appropriate document duly executed in the manner that a Bid
46 must be executed and delivered to the place where Bids are to be submitted at any
47 time prior to the opening of Bids. After all Bids not requested for withdrawal are
48 opened and publicly read aloud,the Bids for which a withdrawal request has been
49 properly filed may, at the option of the City, be returned unopened.
50
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13-8
INSTRUCTIONS TO BIDDERS
Page 8 of 9
1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the
2 time set for the closing of Bid receipt.
3
4 15. Opening of Bids
5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
6 abstract of the amounts of the base Bids and major alternates(if any)will be made available
7 to Bidders after the opening of Bids.
8
9 16. Bids to Remain Subject to Acceptance
10 All Bids will remain subject to acceptance for the time period specified for Notice of Award
11 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
12 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
13
14 17. Evaluation of Bids and Award of Contract
15
16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights
17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
18 and to reject the Bid of any Bidder if City believes that it would not be in the best
19 interest of the Project to make an award to that Bidder,whether because the Bid is
20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
21 meet any other pertinent standard or criteria established by City. City also reserves
22 the right to waive informalities not involving price,contract time or changes in the
23 Work with the Successful Bidder. Discrepancies between the multiplication of units
24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies
25 between the indicated sum of any column of figures and the correct sum thereof will
26 be resolved in favor of the correct sum. Discrepancies between words and figures
27 will be resolved in favor of the words.
28
29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
30 among the Bidders, Bidder is an interested party to any litigation against City,
31 City or Bidder may have a claim against the other or be engaged in litigation,
32 Bidder is in arrears on any existing contract or has defaulted on a previous
33 contract,Bidder has performed a prior contract in an unsatisfactory manner, or
34 Bidder has uncompleted work which in the judgment of the City will prevent or
35 hinder the prompt completion of additional work if awarded.
36
37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
38 other persons and organizations proposed for those portions of the Work as to which
39 the identity of Subcontractors, Suppliers, and other persons and organizations must
40 be submitted as provided in the Contract Documents or upon the request of the City.
41 City also may consider the operating costs, maintenance requirements, performance
42 data and guarantees of major items of materials and equipment proposed for
43 incorporation in the Work when such data is required to be submitted prior to the
44 Notice of Award.
45
46 17.3. City may conduct such investigations as City deems necessary to assist in the
47 evaluation of any Bid and to establish the responsibility, qualifications, and financial
48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
49 organizations to perform and furnish the Work in accordance with the Contract
50 Documents to City's satisfaction within the prescribed time.
51
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0021 13-9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
1 17.4. Contractor shall perform with his own organization, work of a value not less than
2 35% of the value embraced on the Contract, unless otherwise approved by the City.
3
4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
5 responsive Bidder whose evaluation by City indicates that the award will be in the
6 best interests of the City.
7
8 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a
11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
12 comparable contract in the state in which the nonresident's principal place of
13 business is located.
14
15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is
16 to be awarded, City will award the Contract within 90 days after the day of the Bid
17 opening unless extended in writing. No other act of City or•others will constitute
18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by
19 the City.
20
21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
22
23 18. Signing of Agreement
24 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter
26 Contractor shall sign and deliver the required number of counterparts of the Agreement to
27 City with the required Bonds, Certificates of Insurance, and all other required documentation.
28 City shall thereafter deliver one fully signed counterpart to Contractor.
29
30
31
32 END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0035 13- I
CONFLICT OF INTEREST AFFIDAVIT
Page 1 of 3
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
11 http://www.ethics.state.tx.us/forms/CIO.pdf
12
13 http://www.ethics.state.tx.us/forms/CIS.pdf
14
15 [7 CIQ Form is on file with City Secretary
16
17 F-] CIQ F6rm is being provided to the City Secretary
18
19 [-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 By:
28 Company (Please Print)
29
30 Signature:
31 Address
32
33 Title:
34 City/State/Zip (Please Print)
35
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0035I3-I
CONFLICT OF INTEREST AFFIDAVIT
Page 1 of 3
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
11 http://www.ethics.state.tx.us/forms/CIQ.pdf
12
13 http://www.ethics.state.tx.us/forms/CIS.pdf
14
15 CIQ Form is on file with City Secretary
16
17 CIQ Form is being provided to the City Secretary
18
19 0 CIS Form is on File with City Secretary
20
21 0 CIS Form is being provided to the City Secretary
22
23
24
25 BIDDER:
26
27 JLB Contracting,LLC By: James G.Humphrey
28 Company (Please Print)
29
30 PO Box 24131 Signature: -
31 Address
32
33 Fort Worth, Texas 76124 Title: CEO
34 City/State/Zip (Please Print)
35
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
t
00 41 00
BID FORM'
Page 1 of 3
SEC--TI0111*0 t At
BID FORM
TES: The--City Manacles
c/o:The Purchasing Department
1000 Throckmorton Street
City of Fort Worth,Texas 76102
FOR: HMAC SURFACE OVERLAY(2012-4):
At Various Locations
City Project No.: 1893
Units/Sections: Pavement Improvements
1. Enter Into Agreement
The undersigned Bidder prcpQaes_and agrees,if this,Bid is accepted,to enter into an,Agreement with;City in:the form_inciuded.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 Acknowiedgements and Certification
2A.In submitting this Bid, Bidder accepts all of the terms and conditions Of the tKVITATIOK TO SIDDERB- and
INSTRUCTIONS TO BIDDERS,including without limitation those dealing with the disposition of Bid Bond.
2_.2.. Bidder is awareof all:costs to provide the required insurance,will do so pending contract awards and wilt provide a valid
insurance certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or
entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization,
or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt;fraudulent,collusive,or coercive practices in competing for the Contract For,the-
purposes of this Paragraph:
a:"corrupt practice"means the offering,giving,receiving,or soliciting of anything of value likely to
influence the action of a public official in the bidding process.
b."fraudulent practice"means an intentional misrepresentation of facts made(a)to influence the bidding
process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels,or(c)to
deprive City of the benefits of free and open competition.
c."collusive practice"means a scheme or arrangement between two or more Bidders,with or without the
knowledge of City,a purpose of which is to establish Bid prices at artificial,non-competitive levels.
d."coercive practice"means-harming or threatening to harm,directly or indirectly,persons or their property
to influence their participation in the bidding process or affect the execution of the Contract.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 HMAC 2012 4 Bid Proposal Workbook
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. Pavement Pulverization and Stabilization
b. Sufrace and Wedge Milling
c. Removal and Replacement of Concrete Curb and Gutter,Sidewalk, Driveways,ADA Ramps,and etc.
d. HMAC Surface Overlay
4. Time of Completion
4.1. The Work-will be complete for Final Acceptance within 140 Calendar,days_ 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,Section 00 41 00
b. Required Bid Bond, Section 00 43 13 issued by a-surety meeting the-requirements of Paragraph 5;01-of
the General Conditions.
c. Proposal Form,Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder,Section 00 43 37
e. MWBE Forms(optional at time of bid)
f. Prequalification Statement,Section 00 45 12
g. Conflict of Interest Affidavit,Section 00 35 13
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.
62. 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 HMAC 2012 4 Bid Proposal Workbook
004100
BID FORM
Page 3 of 3
6.3. Evaluation of Alternate Bid Items<use this if applicable, otherwise delete>
Total Base Bid<use this if applicable, otherwise delete> $1,097,556.99
Alternate Bid<use this if applicable, otherwise delete> $0.00
Deductive Alternate<use this if applicable, otherwise delete> $0.00
Additive Alternate<use this if applicable, otherwise delete> $0.00
Total Bid $1,097,556.99
7. Bid Submittal
This Bid is submitted on April 19,2012 by the entity named below.
Respectfully submitted, Receipt is acknowledged of Initial
/ the following Addenda:_
By. 1 Addendum No. 1:
(Signature) Addendum No.2:
Addendum No.3:
James G.Humphrey Addendum No.4:
(Printed Name)
Title: CEO
Company: JLB Contracting, LLC Corporate Seal:
Address: PO Box 24131 '0 '0
Fort Worth,Texas 76124 ,�� •""'' �� ���
State of Incorporation: Texas `_ ��►/ O M
Email: 4 h () �-X�
•
Phone: 817-261-2991 �� �►�••.••���••..•'���
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 HMAC 2012-4 Bid Proposal Workbook
00 42 43
BMPROPOSAL
Page 1 or2
SECTIO 00 4Z 43
PROPOSAL FORM
UN
IT F CE Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Description Specification Unit of Bid Quantity Unit Price Bid Value
Item No. Section No. Measure
1 0135.0201 Remobilization 017000 LS 2 $500.00 $1,000.00
2 0241.0100 Remove/Replace Sidewalk 024113 SF 540 $5.35 $2,889.00
3 0141.1300 Remove/Replace Concrete Curb and Gutter 0241 15 LF 4620 $22.85 $105,567.00
4 9999.0000 New Curb&Gutter LF 3310' $22.80 $75,468.00
5 024TA400 Remove/Replace Concrete Valley Gutter 0241 15 SY 30 $99.00 $2,970.00
6 9999.0000 New Concrete Valley Gutter SY 187 $89.00 $16,643.00
7 3213.0401 6"Remove/Replace Concrete Driveway 321320 SF 3410 $6.95 $23,699.50
8 9999.0000 New 6"Concrete Driveway SF 5060 $6.95 $35,167.00
9 0241.0300 Remove/Replace existing ramps with standard ADA ramps 02 41 13
(detectable warninf dome the surface) EA 15 $1,330.00 $19,950.00
10 0241.1506 2"Surface Milling 0241`15` SY 8888 $1.28 $11,376.64
11 0241.1600 Hutt Milling 024115 LF 100 $16.00 $1,600.00
12 3124.0101 Crushed Limestone, 312400 CY 175 $44.00 $7,700.00
13 3124.0101 Asphalt Pavement and Base Repair 3124 00, CY 105 $187.00 $19,635.00
14 3211.0600 Cement Modification 32 11 33 TN 500 $99.50 $49,750.00
15 3123.0101 Unclassified Excavation .322316 CY- 750, $18.70 $14,025.00
16 3212.0302 2"Asphalt Pavement Type D 321216 SY 57160 $8.72 $498,435.20
17 3212.0600 Asphalt Pavement Level-Up 321216 TN 45 $91.00 $4,095.00
18 9999.0000 Wedge Milling,2 0"depth and 5'Wide LF 4100 $1.28 $5,248.00
19 3217.0001 Painting House Addresses 321723 EA 161 $10.65 $1,714.65
20 3292.0100 Block Sod Placement 329213 SY 1262 $4.80 $6,057.60
' 21 3305.0107 Manhole Adjustments(w/Steel Risers) 330517 EA- 25 $252.00 $6,300.00
22 3305.0107 Miscellaneous Structure Adjustment(Water Meter Box) 33 05 14 FA 57 $36.00 $2,052.00
23 330&0108_Miscellaneous Adjustments(Utilities) 00 05 08 LS 1 $6,000.00 $6,000.00
24 3305.0111 Water Valve Box Adjustment(w/Steel Risers) 33 05 14 EA' 24 $125.00 $3,000.00
25 3305.0112 Water Valve Box Adjustment(w/Concrete Collars) 330517 EA 45 $265.00 $11,925.00
26 330&0112 Manhole Adjustments(wl Concrete Collars) 33 05 17 EA 40 $485.00 $19,400.00
27 3212.0900 Asphalt Crack Sealant 321273 GA 84 $25.35 $2,129.40
28 0241.1700 8"Pavement Pulverization 0241 15 SY 38336 $3.75 $143,760.00
CrfY OF FORT WORTH.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 20124 Bid Proposal Workbook
Fomt Revised 20120120
004243
BID PROPOSAL
Page 2 of2
SECTION 00 4Z 43
PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Description Specification Unit of Bid Quantity Unit Price Bid Value
Item No. Section No. Measure
Bid Summary
Base Bid
Total Base Bid $1,097,556.99
Alternate Bid
Total Alternate Bid
Deductive Alternate Bid
Total Deductive Alternate Bid
Additive Alternate Bid
Total Additive Alternate Bid
_- Total Bid $1,097,556.99
CtTY OF FORT NORTH.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20120120 HMAC 2012-4 Bid Proposal Workbook
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas,Government Coda Chapter 2252 war,adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas)bid projects for construction,
improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the
same amount that a Texas resident bidder would be-required to underbid a nonresident bidder in order to obtain a
comparable Contract in the State which the nonresidents 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 State Here or Blank ,,our principal place of business;
are required to be % Here percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State-of State Here or Blank r our principal place-of business;
are not required to underbid resident bidders.
B.The principal place of business of our company or-our-parent company or majority owner is
in the State of Texas. F11
BIDDER:
JLB Contracting, LLC By:James G.Humphrey
PO Box 24131 '
(Signature)
Fort Worth,Texas 76124
Title: CEO
Date: /q
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Form Revised 20110627 HMAC 20124 Bid Proposal Workbook
00=4512-1
PREQUALIFICATION STATEMENT
Page 1 of 1
1 SECTION 00 4512
2 PREQUALIFICATION STATEMENT
3
4 Each Bidder for a City procurement is required to complete the information below by
5 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the
6 major work type(s)listed.
7
Major Work Contractor/Subcontractor Company Name Prequalification
Tye Expiration Date
Surface and
Wedge Milling
Pavement
Pulverization
and Stabilization
_ Removal and
Replacement of
Concrete
Curb&Gutter,
Driveways,
Sidewalk,and
etc.
HMAC
Surface JLB Contracting,LLC January 4,2013
Overla
8
9
10 The undersigned hereby certifies that the contractors and/or subcontractors described in
11 the table above are currently prequalified for the work types listed.
12
13 BIDDER:
14
15 JLB Contracting,LLC By: James G Humphrey
16 Company (Please Print)
17
18 PO Box 24131 Signature: a r
19 Address
20
21 Fort Worth,Texsa 76124 Title: CEO
22 City/State/Zip (Please Print)
23
24 Date: April 19,2012
25
26 END OF SECTION
27
CITY OF FORT WORTH HMAC SURFACE OVERLAY(20124)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
00 45 26-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page I of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3
4 Pursuant to Texas Labor Code Section 406.096(a),as amended, Contractor certifies that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No. 01820. Contractor further certifies that,pursuant to Texas Labor Code, Section
7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
8 worker's compensation coverage.
9
10 CONTRACTOR: James G. Humphrey
11 CEO
12 JL CONTRACTING, LLC By:
13 Company (Please Print)
14
} 15 )019 AX �yl 3f Signature:
16 Address
17 _
18 &y 101112T/-I. /)( 7,WI LI Title:
19 City/State/Zip (Please Print)
20
21
22 THE STATE OF TEXAS §
23
24 COUNTY OF TARRANT §
25
26 PEVORE ME,th phersigned authority, on this day personally appeared
27d, ,known to me to be the person whose name is
28 scribed to the foregoing ins ment, and acknowledged to me that he/she executed the same as
29 t e act and deed of JL CONTRACTING, LLC for the purposes and
30 consideration therein expressed and in the capacity therein stated.
31
32 GIVEN E MY HAND AND SEAL OF OFFICE this 97i►>J day of
33 ,20)2-
34
35 /
36
37 No ary P blic in and fd the State of Texas
38
39 END OF SECTION
40 UNDAOUPMANT
NOTARY PUSUC
STATE OF TEXAS
" ANY COMM.EXP.3-'.0-2013
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1,2011
Fco i?,x N?Vc3 iz x H
1
Business Support `
y TRANSPOTAT}gN AND PUBLIC WORKS $
BUSIftESS SUPPORT DIViS
M/WBE REQUIRED DOCUMENTATION RECEIPT
Official date and time
Bid Date: ` "
Project Name lCc -/0—
Project Manager: "IV—,
Forms Submitted By:
Name:
Company: (S�
Forms Received By.
ATTACHMENT 1A
Page 1 of 4
FORT WORTH City of Fort Worth
Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
JLB Contracting,LLC
PROJECT NAME:
M/W/DBE X NON-M/W/DBE
HMAC Surface Overlay 2012-4 April 19,201
City's M/WBE Project Goal: Prime's M/WBE Project Utilization: PROJECT NUMBER
01893
15% 15.23%
Identify all subcontractors/suppliers you will use on this project
Failure to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days 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 M/WBE 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
M/WBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or
currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant,
Parker, Johnson, Collin, Dallas, Denton, Ellis, Kaufman and Rockwall counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1 t tier, a payment by a subcontractor to
its supplier is considered 2nd tier
ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located or doing business at the time of bid opening within the Marketplace, that have
been determined to be bonafide minority or women businesses by the North Central Texas Regional Certification
Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business
Enterprise (DBE) is synonymous with Minority/Women Business Enterprise (M/WBE).
If hauling services are utilized, the prime will be given credit as long as the M/WBE listed owns and
operates at least one fully licensed and operational truck to be used on the contract. The M/WBE may lease
trucks from another M/WBE firm, including M/WBE owner-operators, and receive full M/WBE credit. The
M/WBE may lease trucks from non-M/WBEs, including owner-operators, but will only receive credit for the
fees and commissions earned by the M/WBE as outlined in the lease agreement.
Rev.5/30/03
ATTACHMENT1A
FORT WORTH Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one)
SUBCONTRACTOR/SUPPLIER T n
Company Name i N T Detail Detail
Address e M W C x M Subcontracting Work Supplies Purchased Dollar Amount
Telephone/Fax r B B T D W
E E R O B
C T E
A
Atco Construction, Inc. 1 X Haul HMAC to $44,907
119 Conona Ct the job & excess
Fort Worth, TX 76108 Material away
Pat's Trucking 1 X Raw Materials $41,408
PO Box 534 Hauler
Bridgeport, Texas 76426
Cowboy Trucking 2 X Haul milled $4,861
5812 Whispering Cedar HMAC from
Drive project for
Dallas, TX 75236 Dustrol
Ricochet Fuel 1 X Fuel $5,000
815 Trailwood
Hurst, Texas 76053
817-268-5910
Cowtown Redi-Mix 2 X Redi-Mix $46,000
3401 Bethlehem Avenue Supplier to
Fort Worth, TX 76111 Westhill
Rev. 5/30/03
FORT WORTH ATTACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority,Women and non-M/WBEs.
Please list M/WBE firms first, use additional sheets if necessary.
Certification N
(check one) °
SUBCONTRACTOR/SUPPLIER T n
Company Name i N T Detail Detail
Address e M W C x M Subcontracting Work Supplies Purchased Dollar Amount
Vy
Telephone/Fax r B B T D
E E R O B
C T E
A
Luna's Trucking 2 X Haul debris from $25,000
2100 N. Sylvania job for Westhill
Fort Worth, TX 76106
817-637-0945
Southern Asphalt 1 X Liquid Asphalt $198,907
3632 Lawnwood Street Supplier
Fort Worth, TX 76111-
5894
Westhill Construction 1 X Miscellaneous $266,561
402 North Border Street Concrete Sub
Cleburne, TX 76031 (Inlets, Sidewalk,
C&G, etc.)
TXI 1 Raw Aggregate $28,080
1341 West Mockingbird Supplier
Lane
Dallas, TX 75247-6913
Dustrol Incorporated 1 X Milling Sub $17,086
2925 Hwy 114
Roanoke, Texas 76262
817-491-3603
817-491-2354
Rev. 5/30/03
FORT WORTH ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of M/WBE Subcontractors/Suppliers $ 167,176
Total Dollar Amount of Non-M/WBE Subcontractors/Suppliers $ 510,634
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ 677,810
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office Manager or designee through the submittal of a
Request for Approval of Change/Addition. 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 contractor
shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed
M/WBE 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
M/W/DBE(s) arrangements submitted with the bid. The Offeror also agrees to allow an audit and/or
examination of any books, records and files held by their company. The bidder agrees to allow the
transmission of interviews with owners, principals, officers, employees and applicable
subcontractors/suppliers/contractors participating on the contract that will substantiate the actual work
performed by the M/W/DBE(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 and create a material
breach of contract 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.
James G.Humphrey
AULIIYTT VUU IUIICILUIV Signature
CEO James G. Humphrey
Title Contact Name/Title(if different)
JLB Contracting,L.L.C. (817)261-2991 (817)261-3044
Company Name Telephone and/or Fax
PO Box 24131
Address E-mail Address
Fort Worth Texas 76124 April 26,2012
City/State/Zip Date
Rev.5/30/03
00 52 43-1
Agreement
Page 1 of 4
1 SECTION 00 52 43
2 AGREEMENT
3
4 THIS AGREEMENT, authorized on July 10, 2012, is made by and between the City of Forth
5 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
6 ("City"), and JLB CONTRACTING, LLC, authorized to do business in Texas, acting by and
7 through its duly authorized representative, ("Contractor").
8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
9 follows:
10 Article 1.WORK
11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
12 Project identified herein.
13 Article 2.PROJECT
14 The project for which the Work under the Contract Documents may be the whole or only a part is
15 generally described as follows:
16 HMAC SURFACE OVERLAY(2012-4)
17 01893
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
21 Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 140 Calendar days after the date
24 when the Contract Time commences to run as provided in Paragraph 2.03 of the General
25 Conditions.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that City will
28 suffer financial loss if the Work is not completed within the times specified in Paragraph
29 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
30 General Conditions. The Contractor also recognizes the delays, expense and difficulties
31 involved in proving in a legal proceeding the actual loss suffered by the City if the Work
32 is not completed on time. Accordingly, instead of requiring any such proof, Contractor
33 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay
34 City Four Hundred and Fifty Dollars $4( 50.00) for each day that expires after the time
35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
36 Acceptance.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised November 09,2011
00 52 43-2
Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 City agrees to pay Contractor for performance of the Work in accordance with the Contract
39 Documents an amount in current funds of One Million Ninety Seven Thousand Five Hundred
40 Fifty Six Dollars and Ninety Nine Cents($1,097,556.99).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Documents which comprise the entire agreement between City and
44 Contractor concerning the Work consist of the following:
45 1. This Agreement.
46 2. Attachments to this Agreement:
47 a. Bid Form
48 1) Proposal Form
49 2) Vendor Compliance to State Law Non-Resident Bidder
50 3) Prequalification Statement
51 4) State and Federal documents (project specific)
52 b. Current Prevailing Wage Rate Table
53 c. Insurance ACORD Form(s)
54 d. Payment Bond
55 e. Performance Bond
56 £ Maintenance Bond
57 g. Power of Attorney for the Bonds
58 h. Worker's Compensation Affidavit
59 i. MWBE Commitment Form
60 3. General Conditions.
61 4. Supplementary Conditions.
62 5. Specifications specifically made a part of the Contract Documents by attachment
63 or, if not attached, as incorporated by reference and described in the Table of
64 Contents of the Project's Contract Documents.
65 6. Drawings.
66 7. Addenda.
67 8. Documentation submitted by Contractor prior to Notice of Award.
68 9. The following which may be delivered or issued after the Effective Date of the
69 Agreement and, if issued, become an incorporated part of the Contract Documents:
70 a. Notice to Proceed.
71 b. Field Orders.
72 c. Change Orders.
73 d. Letter of Final Acceptance.
74
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised November 09,2011
005243-3
Agreement
Page 3 of 4
75 Article 6.INDEMNIFICATION
76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
77 expense, the city, its officers, servants and employees, from and against any and all
78 claims arising out of, or alleged to arise out of, the work and services to be performed
79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
80 under this contract. This indemnification provision is specifically intended to operate
81 and be effective even if it is alleged or proven that all or some of the damages being
82 sought were caused,in whole or in part, by any act, omission or negligence of the city.
83 This indemnity provision is intended to include, without limitation, indemnity for
84 costs,expenses and legal fees incurred by the city in defending against such claims and
85 causes of actions.
86
87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
88 the city,its officers,servants and employees,from and against any and all loss,damage
89 or destruction of property of the city,arising out of,or alleged to arise out of,the work
90 and services to be performed by the contractor, its officers, agents, employees,
91 subcontractors, licensees or invitees under this contract. This indemnification
92 provision is specifically intended to operate and be effective even if it is alleged or
93 proven that all or some of the damages being sought were caused, in whole or in part,
94 by any act,omission or negligence of the city.
95
96 Article 7.MISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
99 have the meanings indicated in the General Conditions.
100 7.2 Assignment of Contract.
101 This Agreement, including all of the Contract Documents may not be assigned by the
102 Contractor without the advanced express written consent of the City.
103 7.3 Successors and Assigns.
104 City and Contractor each binds itself, its partners, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenants, agreements and
106 obligations contained in the Contract Documents.
107 7.4 Severability.
108 Any provision or part of the Contract Documents held to be unconstitutional, void or
109 unenforceable by a court of competent jurisdiction shall be deemed stricken and all
110 remaining provisions shall continue to be valid and binding upon CITY and
111 CONTRACTOR.
112 7.5 Governing Law and Venue.
113 This Agreement, including all of the Contract Documents is performable in the State of
114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
115 Northern District of Texas,Fort Worth Division.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(20124)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised November 09,2011
00 52 43-4
Agreement
Page 4 of 4
116 7.6 Other Provisions.
117 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
118 classified, promulgated and set out by the City, a copy of which is attached hereto and
119 made a part hereof the same as if it were copied verbatim herein.
120 7.7 Authority to Sign.
121 Contractor shall attach evidence of authority to sign Agreement, if other than duly
122 authorized signatory of the Contractor.
123
124 IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
125 counterparts.
126
127 This Agreement is effective as of the last date signed by the Parties("Effective Date").
128
Contractor: JLU CONTRACTING, LLC City of Fort Worth /
By: ,/bf�,�•
Fernando Costa
By: �,/ /J t_ Assistant City Manager
(Signature)
f Date 000
l
Attest: moo° a0 0
jame- ° ow
in Maj- ys n 0 r�
CEO C Secretary o a ���
(Seal) �(� °°°� 000 d
Title: �T �0000000 *
Address: Po
M&C �•-ZS�)�
Date:
I� City/State/Zip: �p/2T"1,UD,eTf�� Tu 74/241 Approved as to Form and Legality:
9
_"04W f\A- U
Date Douglas W.Black
Assistant City Attorney
129
130
131 APPROVAL RECOMMENDED:
132
133
134 w
135 OFFICIAL MOM Doug as .Wiersig,P.E.
136 CITY SECRETARY DIREC R,
137 Transportation and Public Wor s
138 FT. WORT.5ay Ts
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised November 09,2011
0061 13-1
PERFORMANCE BOND
Page I of 2
Bond No. 6067163
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
8 That we, JLB Contracting, LLC , known as
9 "Principal"herein and Westfield Insurance Company , a corporate
10 surety(sureties, if more than one)duly authorized to do business in the State of Texas, known as
11 "Surety"herein(whether one or more),are held and firmly bound unto the City of Fort Worth, a
12 municipal corporation created pursuant to the laws of Texas,known as"City"herein, in the penal
13 sum of, One Million,Ninety-Seven Thousand, Five Hundred Fifty-Six Dollars&Nine, -Nine
14 Cents Dollars($1,097,556.99), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind
16 ourselves,our heirs,executors, administrators, successors and assigns,jointly and severally,
17 firmly by these presents.
18 WHEREAS,the Principal has entered into a certain written contract with the City
19 awarded the 10`h day of July , 20 12 , which Contract is hereby referred to and made
20 a part hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor
21 and other accessories defined by law, in the prosecution of the Work, including any Change
22 Orders, as provided for in said Contract designated as HMAC SURFACE OVERLAY(2012-4),
23 City Project No: 01893.
24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal
25 shall faithfully perform it obligations under the Contract and shall in all respects duly and
26 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
27 specifications, and contract documents therein referred to, and as well during any period of
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.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0061 13-2
PERFORMANCE BOND
Page 2 of 2
Bond No. 6067163
1 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County,Texas or the United States District Court for the Northern District of Texas, Fort
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the 17"' day of July, 20 12 .
9 PRINCIPAL:
10 JLB CONTRACTING,LLC
11
12
13
14 Signature
15 ATTEST:
16 James G. Humphrey
17 6L�1�1
18 ( rinci 1)Secretary Name andOffo
19
20 Address: P.O. Box 24131
21 Fort Worth,Texas 76124
22
23
24 Wi nes as to rinc pal
25 SURETY:
26 WESTFIELD INSURANCE COMPANY
27
28
29 BY:
30 S i
31
32 Kyle W. Sweeney,Attorney-in-Fact
33 Name and Title
34
35 Address: 555 Republic Drive, Suite 450
36 Plano,Texas 75074
37
38
39 Witnes as to Surety Elizabeth Gray Telephone Number: 972-516-2600
40
41
42
43 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
44 from the by-laws showing that this person has authority to sign such obligation. If
45 Surety's physical address is different from its mailing address, both must be provided.
46 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0061 14-1
PAYMENT BOND
Page 1 of 2
Bond No. 6067163
1 SECTION 00 61 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we, JLB Contracting, LLC known as
9 "Principal" herein, and Westfield Insurance Company a corporate
10 surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
11 (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-Seven Thousand, Five Hundred Fifty-Six Dollars & Ninety-
14 Nine Cents Dollars ($1,097,556.99), lawful money of the United States, to be paid in Fort Worth,
15 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves,
16 our 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
19 the 10`h day of July , 20 12 , which Contract is hereby referred to and made
20 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor
21 and other accessories as defined by law, in the prosecution of the Work as provided for in said
22 Contract and designated as HMAC SURFACE OVERLAY (2012-4), City Project No: 01893.
23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
27 force and effect.
28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
30 accordance with the provisions of said statute.
31
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0061 14-2
PAYMENT BOND
Page 2 of 2
Bond No. 6067163
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 17"' day of July 120 12.
3
PRINCIPAL:
JLB CONTRACTING, LLC
ATTEST: BY:
Signs ure
James G. Humphrey
( rind al) Se retary Name and TiCE0
Address: P.O. Box 24131
Fort Worth, Texas 76124
qWie s as to Pri cipal
SURETY:
WESTFIELD INSURANCE COMPANY
ATTEST: BY:
Sign a e
Kyle W. Sweeney,Attorney-in-Fact
(Surety) Secretary Name and Title
Address: 555 Republic Drive, Suite 450
Plano, Texas 75074
Witness as to Surety Elizabet ray
Telephone Number: 972-516-2600
4
5 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0061 19-1
MAINTENANCE BOND
Pagel of 3
Bond No. 6067163
1 SECTION 00 6119
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7
8 That we JLB Contracting,LLC , known as"Principal"
9 herein and Westfield Insurance Company , a corporate surety
10 (sureties, if more than one)duly authorized to do business in the State of Texas,known as
I 1 "Surety"herein(whether one or more), are held and firmly bound unto the City of Fort Worth, a
12 municipal corporation created pursuant to the laws of the State of Texas,known as"City"herein,
13 in the sum of One Million Ninety-Seven Thousand Five Hundred Fifty-Six Dollars&Ninety
14 Nine Cents Dollars($1,097,556.99), lawful money of the United States,to be paid in Fort Worth,
15 Tarrant County,Texas, for payment of which sum well and truly be made unto the City and its
16 successors,we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly
17 and severally, firmly by these presents.
18
19 WHEREAS,the Principal has entered into a certain written contract with the City awarded
20 the 10`h day of July , 20 12 ,which Contract is hereby referred to and a made part
21 hereof for all purposes as if fully set forth herein,to furnish all materials,equipment labor and
22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting
23 from a duly authorized Change Order(collectively herein,the"Work") as provided for in said
24 contract and designated as HMAC SURFACE OVERLAY(2012-4), City Project No: 01893; and
25
26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
27 accordance with the plans, specifications and Contract Documents that the Work is and will
28 remain free from defects in materials or workmanship for and during the period of two(2)years
29 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and
30
31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
32 upon receiving notice from the City of the need thereof at any time within the Maintenance
33 Period.
34
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0061 19-2
MAINTENANCE BOND
Page 2 of 3
Bond No. 6067163
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
l l 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 Northern 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 SURFACE OVERLAY(20124)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0061 19-3
MAINTENANCE BOND
Page 3 of 3
Bond No. 6067163
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 17t1i day of July, 20 12 .
3
4 PRINCIPAL:
5 JLB CONTRACTING,LLC
6
7
8 BY: ;r Y�
9 Signature
10 ATTEST:
11 James G. Humphrey
12
13 ( rincip Secretary Name an it e
14
15 Address: P.O. Box 24131
16 Fort Worth, Texas 76124
17
18
19 Wi e s as to Prin ipal
20 SURETY:
21 WESTFIELD INSURANCE COMPANY
22
23
24 BY:
25 S re
26
27 I<yle W. Sweeney, Attorney-
28 ATTEST: Name and Title
29
30 Address: 555 Republic Drive, Suite 450
31 (Surety)Secretary Plano,Texas 75074
32
33
34 Witness to Surety Elizabeth Gray Telephone Number: 972-516-2600
35
36 *Note: If signed 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 must be provided.
39 The date of the bond shall not be prior to the date the Contract is awarded.
40
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
IMPORTANT NOTICE AVISO IMPORTANTE
To obtain information or make a complaint: Para obtener informacion o para someter una
queja:
You may call Westfield Insurance Company's
and/or Ohio Farmers Insurance Company's Usted puede Ilamar al numero de telefono gratis de
toll-free telephone number for information or to Westfield Insurance Company's /Ohio Farmers
make a complaint at: Insurance Company's para informacion o para
someter una queja al:
1-800-368-3597
1-800-368-3597
You may also write to Westfield Insurance
Company and/or Ohio Farmers Insurance Usted tambien puede escribir a Westfield Insurance
Company at: Company/Ohio Farmers Insurance Company:
555 Republic Drive, Suite 450 555 Republic Drive, Suite 450
Plano, Texas 75074-8848 Plano, Texas 75074-8848
You may contact the Texas Department of Puede comunicarse con el Departamento de
Insurance to obtain information on Seguros de Texas para obtener informacion acerca
companies, coverages, rights or complaints de companias, coberturas, derechos o quejas al:
at:
1-800-252-3439
1-800-252-3439
Puede escribir al Departamento de Seguros de
You may write the Texas Department of Texas:
Insurance:
P. O. Box 149104
P. O. Box 149104 Austin, TX 78714-9104
Austin, TX 78714-9104 Fax: (512) 475-1771
Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us
Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection(�tdi.state.tx.us
E-mail: ConsumerProtection(cD-tdi.state.tx.us
DISPUTAS SOBRE PRIMAS O RECLAMOS:
PREMIUM OR CLAIM DISPUTES: Si tiene una disputa concerniente a su prima o a un
Should you have a dispute concerning your reclamo, debe comunicarse con el agente o
premium or about a claim you should Westfield Insurance Company/Ohio Farmers
contact the agent or Westfield Insurance Insurance Company primero. Si no se resuelve la
Company and/or Ohio Farmers Insurance disputa, puede entonces comunicarse con el
Comapny first. If the dispute is not resolved, departamento (TDI).
you may contact the Texas Department of
Insurance. UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
ATTACH THIS NOTICE TO YOUR convierte en parte o condicion del documento
POLICY: This notice is for information only adjunto.
and does not become a part or condition of
the attached document.
PUWtKPANUISSutU PRIOR TO 04120111, FOR ANY PERSON OR PERSONS IVArAtu btLUW.
POWER NO. 4220052 06
General Power Westfield Insurance Co.
of Attorney Westfield National Insurance Co.
Ohio Farmers Insurance Co.
CERTIFIED COPY Westfield Center, Ohio
Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO
FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a 'Company' and collectively as 'Companies," duly
organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these
presents make,constitute and appoint
CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY
of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact,with full power and authority hereby conferred in its name,
place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of
suretyship- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - --
LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE
GUARANTEE, OR BANK DEPOSITORY BONDS.
and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate
seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in
the_premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the
WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY:
'Be It Resolved,that the President,any Senior Executive,any Secretary or any Fidelity& Surety Operations Executive or other Executive shall
be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-in-Fact to represent and act for
and on behalf of the Company subject to the following provisions:
The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the.Company,to execute,acknowledge and
deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary.-
'Be It Further Resolved,that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any
power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signatures or facsimile
seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' (Each adopted at a meeting
held on February 8,2000).
In Witness Whereof,WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY-and OHIO FARMERS INSURANCE
COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of
APRIL A.D.,2011 .
WESTFIELD INSURANCE COMPANY
seals ��`a, F ••'�ae�:nN !Ns,••,, •�" �44� WESTFIELD NATIONAL INSURANCE COMPANY
Affixed
.o>I. te►o{ ?;4..: ••z' •••j•~• .�
�� G F OHIO FARMERS INSURANCE COMPANY
4�= SEAL 'ro '� SEAL °�-=`'""R -
in
04,
By:
State of Ohio ^•�k�•••'''�•`,`, a,"N«.a.m`•�'�•. Richard L. Kinnaird, Jr., National Surety Leader and
County of Medina ssa Senior Executive
On this 20th day of APRIL A.D.,2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly
sworn, did depose and say,that he resides'In. Medina, Ohio;that he is Senior Executive of WESTFIELD INSURANCE COMPANY,WESTFIELD
NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above
Instrument;that he knows the seals of said Companies;that the seals affixed to said instrument are such corporate seals;that they were so affixed
by order of the Boards of Directors of said Companies;and that he signed his name thereto by like order.
Notarial
Seal
Affixed
0r��1.../�
• William J. Kahelin,A rney at Law, Notary Public
State of Ohio :N 0 My Commission Does Not Expire(Sec.147.03 Ohio Revised Code)
County of Medina ss.:
1,Frank A.Carrino,Secretary of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS
INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said
Companies,which is still in full force and effect;and furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are
In full force and effect.
In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this fay of
A.D., 17t
M' SIX _" a�: SEAL -lea:
:m: :off is t SICIWWY
%1848: = Frank A. Carrino Sedretary,
BPOAC2 (combined) (06-02)
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
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..................................................................................................................I I
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
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 Representative .....................................................................................................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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
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
Article 16-Dispute Resolution......................................................................................................................61
16.01 Methods and Procedures.............................................................................................................61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
Articlei7—Miscellaneous..............................................................................................................................62
� 17.01 Giving Notice..............................................................................................................................62
17.02 Computation of Times ................................................................................................................62
l7.O3 Cumulative Remedies.................................................................................................................62
� 17.04 Survival of Obligations..---.-----------..—.--..—.----.......—...—.—.03
17.05 Headings.--..---.------...—.--....—.----.---.—..........—.—..--63
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,zni/
00 72 00-1
GENERAL CONDITIONS
Page 1 of62
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
Revised:November 9,2011
007200-2
GENERAL CONDITIONS
Page 2 of 62
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
007200-3
GENERAL CONDITIONS
Page 3 of 62
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.
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
007200-4
GENERAL CONDITIONS
Page 4 of 62
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
007200-5
GENERAL CONDITIONS
Page 5 or62
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 Representative—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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
007200-6
GENERAL CONDITIONS
Page 6 of 62
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:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
007200-7
GENERAL CONDITIONS
Page 7 of 62
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 tinder 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 fi•om 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 Tune 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
f
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 01 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 Substitutes and "Or-Equals"
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or-equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if,
a. the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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2) it will reliably perform at least equally well the filnction 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 infolTnation 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 6.05.13. 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 6.05.13. 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.
i 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 and Women Owned Business Enterprise Compliance: It is City policy to ensure the full
and equitable participation by Minority and Women Business Enterprises (MWBE) in the
procurement of goods and services on a contractual basis. If the Contract Documents provide for
a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance
(as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE 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 MWBE. 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 31st 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 I Ith 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 performance of the Work or resulting from
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the incorporation in the Work of any invention, design,process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution
of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09,B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as
provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining
clearances and coordinating with the appropriate regulatory agency. The City will not reimburse
the Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S.Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding
permits and licenses.
6.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by .
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or
Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
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court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on
the cost or time of performance of the Work may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may
purchase, rent or lease all materials, supplies and equipment used or consumed in the
performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax,
said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption
certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the
provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the
Texas Tax Code, Subchapter H.
B. Texas Tax permits and information may be obtained from:
i
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin,TX 78711;or
2. ht(p://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 Performance 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
5.02.13.The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
Contract. 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 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.
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
i
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 Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents, The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Representative 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 Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative 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 Representative'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 Representative'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 Representative 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 Representative 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
i
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
B. City will render a written decision on any issue referred.
- C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10—CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or from
time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided). Extra Work shall be
memorialized by a Change Order which may or may not precede an order of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as
amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an
emergency as provided in Paragraph 6.17,
10,03 Execution of Change Orders
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08 or City's correction
of defective Work under Paragraph 13,09, or(iii) agreed to by the parties;
2. changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Work
A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work
after making written request for written orders and shall keep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to
Paragraph 10,06.
B. The Contractor shall furnish the City such installation records of all deviations from the original
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall
be a full, complete and final payment for all costs Contractor incurs as a result or relating to the
change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that
time, including without limitation, any costs for delay, extended overhead, ripple or impact cost,
or any other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price' or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
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10.06 Contract Claims Process
. A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph
14.09, shall be referred to the City for decision. A decision by City shall be required as a
condition precedent to any exercise by Contractor of any rights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
6. The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or in part;
2. approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11,01.13, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in
the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.13, 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 detennined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
' a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable. Such
losses shall include settlements made with the written consent and approval of City. No
such losses, damages, and expenses shall be included in the Cost of the Work for the
purpose of determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded: The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.01.A.I or specifically covered by Paragraph 11.01.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
S ite.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied,and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre-bid Allowances:
1. Contractor agrees that:
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a. the pre-bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre-bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole
use of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price
work listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if.
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a. the character of work for any Item as altered differs materially in kind or nature from that
in the Contract or
b. a Major Item of work varies by more than 25%from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either party to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans.Quantity Measumment
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 12.01.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 12.01.13.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.0I.A.4 and 11.01.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
12.01.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 11.01.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 11.0I.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
arWitinnM warrant; nnvarage be. required. Contractor may Hi$nutP_, 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
recolmendation of payment or return the Application to Contractor indicating reasons for
reftising 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 tinder 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
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i Page 58 of 62
15.02 City May Terminate for Cause
i 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:
3
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 MWBE ordinance 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
x' 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
1
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Revised:November 9,2011
1
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00 72 00-59
GENERAL CONDITIONS
Page 59 of 62
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 fi•om 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.
A AT—+1,0 !-4— ._F :a, i,
�• i.�.iii�r . Icy, 11Vr arty U1 1W respeCLIVe uunsultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price
paid therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.13, 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
00 72 00-60
GENERAL CONDITIONS
Page 60 of 62
15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, tenninate 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.
- CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
00 72 00-61
GENERAL CONDITIONS
Page 61 of 62
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:
CITY OF FORT WORTH
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00 72 00-62
GENERAL CONDITIONS
Page 62 of 62
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—NHSCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
17.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
17.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
00 72 00-63
GENERAL CONDITIONS
Page 63 of 62
17.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised:November 9,2011
00 73 00-1
SUPPLEMENTARY CONDITIONS
Page I of 5
A. 1 SECTION 00 73 00
A. 2 SUPPLEMENTARY CONDITIONS
A. 3 TO
A. 4 GENERAL CONDITIONS
A. 5
A. 6 Supplementary Conditions
A. 7
A. 8 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions, and other
A. 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
A. 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
A. 11 of the General Conditions which are not so modified or supplemented remain in full force and effect.
A. 12
A. 13 Defined Terms
A. 14
A. 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the
A. 16 meaning assigned to them in the General Conditions,unless specifically noted herein.
A. 17
A. 18 Modifications and Supplements
A. 19
A. 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and
A. 21 other Contract Documents.
A. 22
A. 23 SC-3.03B.2,"Resolving Discrepancies"
A. 24
A.' 25 Plans govern over Specifications and Specifications shall govern over standard details.
A. 26
A. 27 SC-4.01A
A. 28
A.. 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
A. 30 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the
A.., 31 Contract Drawings.
A; 32
A. 33 SC-4.01A.1.,"Availability of Lands"
A. 34
A. 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
A. 36 March 16,2012:
A. 37
A. 38 Outstanding Right-Of-Way,and/or Easements to Be Acquired
PARCEL OWNER TARGET DATE
NUMBER OF POSSESSION
"None"
.'! A. 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
A. 40 and do not bind the City.
A. 41
A. 42 If Contractor considers the final easements provided to differ materially from the representations on the
A. 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
A. 44 notify City in writing associated with the differing easement line locations.
A. 45
A. 46 SC-4.01A.2,"Availability of Lands"
A. 47
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007300-2
SUPPLEMENTARY CONDITIONS
Page 2 of 5
A. 1 Utilities or obstructions to be removed,adjusted,and/or relocated
A. 2
A. 3 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
A. 4 as of March 16,2012:
A. 5
EXPECTED UTILITY AND LOCATION TARGET DATE OF
OWNER ADJUSTMENT
"None"
.A. 6 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
A. 7 and do not bind the City.
A. 8
A. 9 SC-4.02A.,"Subsurface and Physical Conditions"
A. 10
A. 11 The following are reports of explorations and tests of subsurface conditions at the site of the Work:
A. 12
A. 13 Core/Test hole reports prepared and performed by the City of Fort Worth, Soil Lab. Services during
A. 14 August 2009 and February 2012.
A. 15
A. 16 The following are drawings of physical conditions in or relating to existing surface and subsurface
A. 17 structures(except Underground Facilities)which are at or contiguous to the site of the Work:
A. 18 "None"
A. 19
A. 20 SC-4.06A.,"Hazardous Environmental Conditions at Site"
A. 21
A. 22 The following are reports and drawings of existing hazardous environmental conditions known to the City:
A. 23 "None"
A. 24
A. 25 SC-5.03A.,"Certificates of Insurance"
A. 26
A. 27 The entities listed below are "additional insureds as their interest may appear" including their respective
A. 28 officers, directors, agents and employees.
A. 29
A. 30 (1) City
A. 31 (2) Consultant: "None"
A. 32 (3) Other: "None"
A. 33
A. 34 SC-5.04A.,"Contractor's Insurance"
A. 35
A. 36 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
A. 37 coverages for not less than the following amounts or greater where required by laws and regulations:
A. 38
A. 39 5.04A. Workers'Compensation,under Paragraph GC-5.04A.
A. 40
A. 41 Statutory lirnits
A. 42 Employer's liability
A. 43 $100,000 each accident/occurrence
A. 44 $100,000 Disease-each employee
A. 45 $500,000 Disease-policy limit
A. 46
A. 47 SC-5.04B.,"Contractor's Insurance"
A. 48
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SUPPLEMENTARY CONDITIONS
Page 3 of 5
A. 1 5.04B. Commercial General Liability,under Paragraph GC-5.0413. Contractor's Liability Insurance
A. 2 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with
A. 3 minimum limits of:
A. 4
A. 5 $1,000,000 each occurrence
A. 6 $2,000,000 aggregate limit
A. 7
A. 8 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the
A. 9 General Aggregate Limits apply separately to each job site.
A. 10
A. 11 The Commercial General Liability Insurance policies shall provide"X", "C",and"U"coverage's.
A. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance.
A. 13
A. 14 SC 5.04C.,"Contractor's Insurance"
A. 15 5.04C. Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Insurance under
A. 16 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts:
A. 17
A. 18 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto",
A. 19 defined as autos owned,hired and non-owned.
A. 20
A. 21 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
A. 22 least:
A. 23
A: 24 $250,000 Bodily Injury per person/
A. 25 $500,000 Bodily Injury per accident/
A: 26 $100,000 PropertyDarnage
A. 27
A. 28 SC-5.04D.,"Contractor's Insurance"
A... 29
A. 30 The Contractor's construction activities will require its employees,agents, subcontractors, equipment,and
A. 31 material deliveries to cross railroad properties and tracks: "None".
A. 32
A. 33 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with,
A. 34 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains
A. 35 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of
A. 36 Entry Agreement"with the particular railroad company or companies involved,and to this end the
A. 37 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute
A. 38 the right-of-entry(if any)required by a railroad company. The requirements specified herein likewise relate
A. 39 to the Contractor's use of private and/or construction access roads crossing said railroad company's
A. 40 properties.
A. 41
A. 42 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide
A. 43 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the
A. 44 Railroad Company for a term that continues for so long as the Contractor's operations and work cross,
A. 45 occupy,or touch railroad property:
A. 46
A. 47 (1) General Aggregate: $N/A
A. 48
A. 49 (2) Each Occurrence: $N/A
A. 50
A. 51 _Required for this Contract X Not required for this Contract
A. 52
A. 53 With respect to the above outlined insurance requirements,the following shall govern:
A. 54
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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007300-4
SUPPLEMENTARY CONDITIONS
Page 4 of 5
A. 1 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in
A. 2 the name of the railroad company. However, if more than one grade separation or at-grade
A. 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same
A. 4 railroad company, separate coverage may be required, each in the amount stated above.
A. 5
A. 6 2. Where more than one railroad company is operating on the same right-of-way or where several
A, 7 railroad companies are involved and operated on their own separate rights-of-way, the Contractor
A. 8 may be required to provide separate insurance policies in the name of each railroad company.
A. 9
A. 10 3. If, in addition to a grade separation or an at-grade crossing, other work or'activity is proposed on a
A. 11 railroad company's right-of-way at a location entirely separate from the grade separation or at-
A. 12 grade crossing, insurance coverage for this work must be included in the policy covering the grade
A. 13 separation.
A. 14
A. 15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-
A. 16 way, all such other work may be covered in a single policy for that railroad, even though the work
A. 17 may be at two or more separate locations.
A. 18
A. 19 No work or activities on a railroad company's property to be performed by the Contractor shall be
A. 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance
A. 21 for each railroad company named, as required above. All such insurance must be approved by the City and
A. 22 each affected Railroad Company prior to the Conti-actor's beginning work.
A. 23
A.. 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way
A.. 25 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition,
A. 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way.
A,. 27 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the
A- 28 railroad company operating over tracks involved in the Project.
A. 29
A., 30 SC-6.04.,"Project Schedule"
A: 31
A.. 32 Project schedule shall be tier 3 for the project.
A. 33
A. 34 SC-6.07.,"Wage Rates"
A. 35
A. 36 The following is the prevailing wage rate table(s)applicable to this project and is provided in the
A. 37 Appendixes: SC-6.07,Heavy&Highway Construction Prevailing Wage Rates 2008
A. 38
A. 39 _
A. 40
A. 41 SC-6.09.,"Permits and Utilities"
A. 42
A. 43 SC-6.09A.,"Contractor obtained permits and licenses"
A. 44 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
A. 45 Fort Worth City Street Use Permit
A. 46
A. 47 SC-6.0913."City obtained permits and licenses"
A. 48 The following are known permits and/or licenses required by the Contract to be acquired by the City:
A. 49 "None".
A. 50
A. 51 SC-6.09C. "Outstanding permits and licenses"
A. 52
A. 53 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of March 16,
A. 54 2012: "None"
A. 55
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SUPPLEMENTARY CONDITIONS
Page 5 of 5
A. 1 Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
"None"
A. 2
A. 3 SC-7.02.,"Coordination"
A. 4
A. 5 The individuals or entities listed below have contracts with the City for the performance of other work at
A. 6 the Site:
Vendor Scope of Work Coordination Authority
"None" "None" "None"
A. 7
A. 8
,A. 9 SC-8.01,"Communications to Contractor"
A. 10
A. 11 Section 0158 13: Temporary Project Signage
A. 12
A. 13 During construction, two project signs shall be provided for each street under construction
A. 14
A. 15 All removed material/debris must be hauled off to a suitable dumpsite within the same day
A.. 16
A. 17 Contractor shall saw-cut curb&gutter and/or pavement prior to removal
A. 18
A. 19 Contractor shall backfill behind the curb, driveways,sidewalks,ADA ramps and etc. within five days
A. 20 from the date of completion
A. 21
A. 22 SC-9.01.,"City's Project Representative"
A. 23
A. 24 The following firm is a consultant to the City responsible for construction management of this Project:
A. 25 "None"
A. 26
A. 27 SC-13.03C.,"Tests and Inspections"
A. 28
A. 29 "None"
A.. 30
A., 31 SC-16.01C.1,"Methods and Procedures"
A. 32 "None"
A. 33
A. 34
A. 35
A. 36 END OF SECTION
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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01 11 00-1
SUMMARY OF WORK
Page 1 of 3
1 SECTION 01 11 00
2 SUMMARY OF WORT{
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to"
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various iterns bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list,then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools, materials, and equipment for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operations.
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01 11 00-2
SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. -Such notice shall be made at least 48 hours in advance of the beginning of the
25 _ Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, ornission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. . Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
1 37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work associated with easements, including removal,
1 40 temporary closures and replacement, shall be subsidiary to the various items bid
41 in the project proposal, unless a bid item is specifically provided in the
42 proposal.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
1
01 11 00-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0131 19-1
PRECONSTRUCT ION MEETING
Page I of 3
1 SECTION 0131 19
2 PRECONSTRUCTION MEETING
3 PARTI - 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 31 19-2
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 01 32 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
I 1 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 m. 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 procedures
43 hh. Final Acceptance
44 ii. Final Payment
45 J. Questions or Comments
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 31 19-3
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 31 20-1
PROJECT MEETINGS
Pagel of 3
1 SECTION 01 31 20
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 1 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 HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 31 20-2
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
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
-- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 31 20-3
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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
13 1.7 CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSURANCE [NOT USED]
16 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY [NOT USED]
19 PART 2 - PRODUCTS [NOT USED]
20 PART 3- EXECUTION [NOT USED]
21 END OF SECTION
22
Revision Log
DATE NAME SUMMARY OF CHANGE
23
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I,2011 01893
01 32 16-1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
1 SECTION 0132 16
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 32 16-2
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 32 16-3
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 foI 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 32 16-4
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 32 16-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
1 1.6 ACTION SUBMITTALS/INFORMATIONAL 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
013233-1
PRECONSTRUCTION VIDEO
Page 1 of 2
I 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 SUBMITTALS/INFORMATIONAL 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 32 33-2
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
014523- 1
TESTING AND INSPECTION SERVICES
Page I of 2
1 SECTION 0145 23
2 TESTING AND INSPECTION SERVICES
3 PARTI - 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 45 23-2
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 SUBMITTALS/INFORMATIONAL 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
015000-1
TEMPORARY FACILITIES AND CONTROLS
Pagel of4
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 5000-2
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 SURFACE OVERLAY(2012-4)
- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 50 00-3
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 SUBMITTALS/INFORMATIONAL 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 5000-4
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 55 26-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagel 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
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 SUBMITTALS/INFORMATIONAL 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
015813-1
TEMPORARY PROJECT SIGNAGE
Page] 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 SUBMITTALS/INFORMATIONAL 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 58 13-2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
1 B. Materials
2 1. Sign
3 a. Constructed of/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
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 58 13-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
__4
01 71 23- 1
CONSTRUCTION STAKING
Page I of 3
1 SECTION 01 71 23
2 CONSTRUCTION STAKING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section includes:
6 1. Requirements for construction staking.
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. Construction Stakes
19 1. Construction staking will be performed by the City.
20 2. Coordination
21 a. Contact City's Project Representative at least 2 weeks in advance for
22 scheduling of Construction Staking,
23 3. General
24 a. It is the Contractor's responsibility to coordinate staking such that construction
25 activities are not delayed or negatively impacted.
26 b. Contractor is responsible for preserving and maintaining stakes furnished by
27 City.
28 c. If in the opinion of the City, a sufficient number of stakes or markings have
29 been lost, destroyed or disturbed, by Contractor's neglect such that the
30 contracted Work cannot take place, then the Contractor will be required to pay
31 the City for new staking with a 25 percent markup.
32 1) The cost for staking will be deducted from the payment due to the
33 Contractor for the Project.
34 1.5 SUBMITTALS
35 A. Submittals, if required, shall be in accordance with Section 0133 00.
36 1. All submittals shall be approved by the Engineer or the City prior to delivery.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 71 23-2
CONSTRUCTION STAKING
Page 2 of 3
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
2 A. Certificates
3 1. Provide certificate certifying that elevations and locations of improvements are in
4 conformance or non-conformance with requirements of the Contract Documents.
5 a. Certificate must be sealed by a registered professional land surveyor in the
6 State of Texas.
7 B. Field Quality Control Submittals
8 1. Documentation verifying accuracy of field engineering work
9 1.7 CLOSEOUT SUBMITTALS [NOT USED]
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
13 in the necessary crafts and who are completely familiar with the specified requirements
14 and the methods needed for proper performance of the Work.
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 [NOT USED]
19 PART 3 - EXECUTION
20 3.1 INSTALLERS [NOT USED]
21 3.2 EXAMINATION [NOT USED]
22 3.3 PREPARATION
23 A. Verify location and protect control points before commencing Work.
24 B. Notify City's Project Representative immediately of any discrepancies discovered.
25 3.4 APPLICATION [NOT USED]
26 3.5 REPAIR/RESTORATION [NOT USED]
27 3.6 RE-INSTALLATION [NOT USED]
28 3.7 FIELD [OR] SITE QUALITY CONTROL
29 A. Preserve permanent reference points during progress of the Work.
30 B. Do not change or relocate reference points without approval from the City.
31 C. Utilize recognized engineering survey practices.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 71 23-3
CONSTRUCTION STAKING
Page 3 of 3
1 3.8 SYSTEM STARTUP [NOT USED]
2 3.9 ADJUSTING [NOT USED]
3 3.10 CLEANING [NOT USED]
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
017423-1
CLEANING
Page I of 4
I 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 I —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 SUBMITTALS/INFORMATIONAL 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 7423-2
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 74 23-3
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
I 1 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 74 23-4
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 77 19- 1
CLOSEOUT REQUIREMENTS
Page 1 of 3
1 SECTION 0177 19
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,
I
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
01 77 19-2
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 01 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 7423.
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 SURFACE OVERLAY(2012-4)
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Revised July 1,2011
01 77 19-3
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)
ll 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
01 7839-1
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 SUBMITTALS/INFORMATIONAL 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 searches for items shown in the
35 Contract Documents may rely reasonably on information obtained frorn the
36 approved Project Record Documents,
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
01 78 39-2
PROJECT RECORD DOCUMENTS
Page 2 of 4
f 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 SURFACE OVERLAY(2012-4)
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Revised July 1,2011
01 78 39-3
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 SURFACE OVERLAY(2012-4)
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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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
024115-1
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 City of Fort Worth Standards
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
16 Contract.
17 2. Division 1 - General Requirements
18 3. Section 32 1133 -Cement Treated Base Course
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Measurement
22 a. Remove Concrete Paving: measure by the square yard from back-to-back of
23 curbs.
24 b. Remove Asphalt Paving: measure by the square yard between the lips of
25 gutters.
26 c. Remove Brick Paving: measure by the square yard.
27 d. Remove Concrete Curb and Gutter: measure by the linear foot.
28 e. Remove Concrete Valley Gutter: measure by the square yard
29 f. Wedge Milling: measure by the square yard for varying thickness.
30 g. Surface Milling: measure by the square yard for varying thickness.
31 h. Butt Milling: measured by the linear foot.
32 i. Pavement Pulverization: measure by the square yard.
33 j. Remove Speed Cushion: measure by each.
34 2. Payment
35 a. Remove Concrete Paving: full compensation for saw cutting, removal,hauling,
36 disposal,tools,equipment, labor and incidentals needed to execute work.
37 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
38 disposal, tools,equipment, labor and incidentals needed to execute work.
39 c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging,
40 cleaning, hauling, disposal,tools, equipment, labor and incidentals needed to
41 execute work.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
024115-2
PAVING REMOVAL
Page 2 of 6
1 d. Remove Concrete Curb and Gutter: full compensation for saw cutting, removal,
2 hauling, disposal, tools, equipment, labor and incidentals needed to execute
3 work.
4 e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal,
5 hauling, disposal,tools, equipment, labor and incidentals needed to execute
6 work.
7 f. Wedge Milling: full compensation for all milling, hauling milled material to
8 salvage stockpile or disposal,tools, labor, equipment and incidentals necessary
9 to execute the work.
10 g. Surface Milling: full compensation for all milling, hauling milled material to
11 salvage stockpile or disposal,tools, labor, equipment and incidentals necessary
12 to execute the work.
13 h. Butt Milling: full compensation for all milling,hauling milled material to
14 salvage stockpile or disposal,tools, labor, equipment and incidentals necessary
15 to execute the work.
16 i. Pavement Pulverization: full compensation for all labor, material, equipment,
17 tools and incidentals necessary to pulverize, remove and store the pulverized
18 material, undercut the base, mixing, compaction, haul off,sweep, and dispose
19 of the undercut material.
20 j. Remove speed cushion: full compensation for removal,hauling, disposal,
21 tools, equipment, labor, and incidentals needed to execute the work.
22 k. No payment for saw cutting of pavement or curbs and gutters will be made
23 under this section. Include cost of such work in unit prices for items listed in
24 bid form requiring saw cutting.
25 1. No payment will be made for work outside maximum payment limits indicated
26 on plans, or for pavements or structures removed for CONTRACTOR'S
27 convenience.
28 1.3 REFERENCES
29 A. ASTM International(ASTM):
30 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
31 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3))
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0241 15-3
PAVING REMOVAL
Page 3 of 6
1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
2 1.5 SUBMITTALS [NOT USED]
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
4 1.7 CLOSEOUT SUBMITTALS [NOT USED]
5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
6 1.9 QUALITY ASSURANCE [NOT USED]
7 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED]
8 1.11 FIELD CONDITIONS [NOT USED]
9 1.12 WARRANTY [NOT USED]
10 PART 2 - PRODUCTS
11 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
12 2.2 EQUIPMENT [NOT USED]
13 2.3 ACCESSORIES [NOT USED]
14 2.4 SOURCE QUALITY CONTROL [NOT USED]
15 PART 3 - EXECUTION
16 3.1 EXAMINATION [NOT USED]
17 3.2 INSTALLERS [NOT USED]
18 3.3 PREPARATION
19 A. General:
20 1. Mark paving removal limits for City approval prior to beginning removal.
21 2. Identify known utilities below grade - Stake and flag locations.
22 3.4 PAVEMENT REMOVAL
23 A. General.
24 1. Exercise caution to minimize damage to underground utilities.
25 2. Minimize amount of earth removed.
26 3. Remove paving to neatly sawed joints.
27 4. Use care to prevent fracturing adjacent, existing pavement.
28 B. Sawing
29 1. Sawing Equipment.
30 a. Power-driven.
31 b. Manufactured for the purpose of sawing pavement.
32 c. In good operating condition.
33 d. Shall not spall or fracture the pavement structure adjacent to the removal area.
34 2. Sawcut perpendicular to the surface to full pavement depth, parallel and
35 perpendicular to existing joint.
36 3. Sawcut parallel to the original sawcut in square or rectangular fashion.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
024115-4
PAVING REMOVAL
Page 4 of 6
1 4. If a sawcut falls within 5 feet of an en existing dummy joint, construction joint, saw
2 joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that
3 joint, edge or lip.
4 5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
5 neat, straight line for the purpose of removing the damaged area.
6 C. Remove Concrete Paving and Concrete Valley Gutter
7 1. Sawcut: See 3.4.13.
8 2. Remove concrete to the nearest expansion joint or vertical saw cut.
9 D. Remove Concrete Curb and Gutter
10 1. Sawcut: See 3.4.13.
11 2. Minimum limits of removal: 30 inches in length.
12 E. Remove Asphalt Paving
13 1. Sawcut: See 3A.B.
14 2. Remove pavement without disturbing the base material.
15 3. When shown on the plans or as directed, stockpile materials designated as
16 salvageable at designated sites.
17 4. Prepare stockpile area by removing vegetation and trash and by providing for
18 proper drainage.
19 F. Milling
20 1. General:
21 a. Mill surfaces to the depth shown in the plans or as directed.
22 b. Do not damage or disfigure adjacent work or existing surface improvements.
23 c. If milling exposes smooth underlying pavement surfaces, mill the smooth
24 surface to make rough.
25 d. Provide safe temporary transition where vehicles or pedestrians must pass over
26 the milled edges.
27 e. Remove excess material and clean milled surfaces.
28 f. Stockpiling of planed material will not be permitted within the right of way
29 unless approved by the City.
30 g. If the existing base is brick and cannot be milled, remove a 5 foot width of the
31 existing brick base. See 3.3.G. for brick paving removal.
32 2. Milling Equipment
33 a. Power operated milling machine capable of removing, in one pass or two
34 passes, the necessary pavement thickness in a five-foot minimum width.
35 b. Self-propelled with sufficient power, traction and stability to maintain accurate
36 depth of cut and slope.
37 c. Equipped with an integral loading and reclaiming means to immediately
38 remove material cut from the surface of the roadway and discharge the cuttings
39 into a truck, all in one operation.
40 d. Equipped with means to control dust created by the cutting action.
41 e. Equipped with a manual systern providing for uniformly varying the depth of
42 cut while the machine is in motion making it possible to cut flush to all inlets,
43 manholes, or other obstructions within the paved area.
44 f. Variable Speed in order to leave the specified grid pattern.
45 g. Equipped to minimize air pollution.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
0241 15-5
PAVING REMOVAL
Page 5 of 6
1 3. Wedge Milling and Surface Milling
2 a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter
3 at a depth of 2 inches and transitioning to match the existing pavement(0-inch
4 cut) at a minimum width of 5 feet.
5 b. Surface Mill existing asphalt pavement to the depth specified,
6 c. Provide a milled surface that provides a uniform surface free from gouges,
7 ridges, oil film, and other imperfections of workmanship with a uniform
8 textured appearance.
9 d. In all situations where the existing H.M.A.C. surface contacts the curb face,the
10 wedge milling includes the removal of the existing asphalt covering the gutter
11 up to and along the face of curb.
12 e. Perform wedge or surface milling operation in a continuous manner along both
13 sides of the street or as directed.
14 4. Butt Joint Milling
15 a. Mill butt joints into the existing surface, in association with the wedge milling
16 operation.
17 b. Butt joint will provide a full width transition section and a constant depth at the
18 point where the new overlay is terminated.
19 c. Typical locations for butt joints are at all beginning and ending points of streets
20 where paving material is removed. Prior to the milling of the butt joints,
21 consult with the City for proper location and limits of these joints.
22 d. Butt Milled joints are required on both sides of all railroad tracks and concrete
23 valley gutters, bridge decks and culverts and all other items which transverse
24 the street and end the continuity of the asphalt surface.
25 e. Make each butt joint 20 feet long and milled out across the full width of the
26 street section to a tapered depth of 2 inch.
27 f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a
28 line adjacent to the beginning and ending points or intermediate transverse
29 items.
30 g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
31 over the bump.
32 G. Remove Brick Paving
33 1. Remove masonry paving units to the limits specified in the plans or as directed by
34 the City.
35 2. Salvage existing bricks for re-use, clean, palletize, and deliver to the City Stock pile
36 yard at 3300 Yuma Street or as directed.
37 H. Pavement Pulverization
38 1. Pulverization
39 a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33.
40 b. Temporarily remove and store the 8-inch deep pulverized material,then cut the
41 base 2 inches.
42 c. Start 2-inch base cut at a depth of 8 inches from the existing pulverized surface.
43 2. Cement Application
44 a. Use 3.5%Portland cement.
45 b. See Section 32 11 33.
46 3. Mixing: see Section 32 1133.
47 4. Compaction: see Section 32 11 33.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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024115-6
PAVING REMOVAL
Page 6 of 6
1 5. Finishing: see Section 32 11 33.
2 6. Curing: see Section 32 11 33.
3 7. If the existing pavement has a combination of 10 inches of I I.M.A.C. and crushed
4 stone/gravel:
5 a. Undercut not required
6 b. Pulverize 10 inches deep.
7 c. Remove 2-inch the total pulverized amount.
8 I. Remove speed cushion
9 1. Scrape or sawcut speed cushion from existing pavement without damaging existing
10 pavement.
11 3.5 REPAIR [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
23
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
i
312316-1
UNCLASSIFIED EXCAVATION
Page] of4
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 evolving 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 1. Measurement
23 a. Measurement for this Item shall be by the cubic yard in its final position using
24 the average end area method. Limits of measurement is shown on the Drawings
25 b. When measured by the cubic yard in.its final position, this is a plans quantity
26 measurement Item. The quantity to be paid is the quantity shown in the
27 proposal,unless modified by Article 11.04 of the General Conditions.
28 Additional measurements or calculations will be made if adjustments of
29 quantities are required.
30 2. Payment
31 a. The work performed and materials furnished in accordance with this Item and
32 measured as provided under"Measurement"will be paid for at the unit price
33 bid per cubic yard of"Unclassified Excavation". No additional compensation
34 will be allowed for rock or shrinkage or swell factors as these are the
35 Contractor's responsibility.
36 3. The price bid shall include:
37 a. Excavation
38 b. Excavation Safety
39 c. Drying
40 d. Dust Control
41 e. Reworking or replacing the over excavated material in rock cuts
42 f. Hauling
CITY OF FORT WORTH HMAC SURFACE OVERLAY 92012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
31 23 16-2
UNCLASSIFIED EXCAVATION
Page 2 of 4
1 g. Disposal of excess material not used elsewhere onsite
2 h. Scarification
3 i. Clean-up
4 1.3 REFERENCES [NOT USED]
i
5 A. Definitions
6 1. Unclassified Excavation—Without regard to materials, all excavations shall be
7 considered unclassified and shall include all materials excavated. Any reference to
8 Rock or other materials on the Drawings or in the specifications is solely for the
9 City and the Contractor's information and is not to be taken as a classification of
10 the excavation.
11 1.4 ADMINSTRATIVE REQUIREMENTS
12 A. The Contractor will provide the City with a Disposal Letter in accordance to Division
13 01.
14 1.5 SUBMITTALS [NOT USED]
15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
16 1.7 CLOSEOUT SUBMITTALS [NOT USED]
17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
18 1.9 QUALITY ASSURANCE
19 A. Excavation Safety
20 1. The Contractor shall be solely responsible for making all excavations in a safe
21 manner.
22 2. All excavation and related sheeting and bracing shall comply with the requirements
23 of OSHA excavation safety standards 29 CFR part 1926 and state requirements.
24 1.10 DELIVERY, STORAGE,AND HANDLING
25 A. Storage
26 1. Within Existing Rights-of-Way(ROW)
27 a. Soil may be stored within existing ROW, easements or temporary construction
28 easements,unless specifically disallowed in the Contract Documents.
29 b. Do not block drainage ways, inlets or driveways.
30 c. Provide erosion control in accordance with Section 3125 00,
31 d. When the Work is performed in active traffic areas, store materials only in
32 areas barricaded as provided in the traffic control plans.
33 e. In non-paved areas, do not store material on the root zone of any trees or in
34 landscaped areas.
35 2. Designated Storage Areas
36 a. If the Contract Documents do not allow the storage of spoils within the ROW,
37 easement or temporary construction easement,then secure and maintain an
38 adequate storage location.
39 b. Provide an affidavit that rights have been secured to store the materials on
40 private property.
41 c. Provide erosion control in accordance with Section 31 25 00.
CITY OF FORT WORTH HMAC SURFACE OVERLAY 92012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
31 23 16-3
UNCLASSIFIED EXCAVATION
Page 3 of 4
1 d. Do not block drainage ways.
2 1.11 FIELD CONDITIONS
3 A. Existing Conditions
4 1. Any data which has been or may be provided on subsurface conditions is not
5 intended as a representation or warranty of accuracy or continuity between soils, It
6 is expressly understood that neither the City nor the Engineer will be responsible
7 for interpretations or conclusions drawn there from by the Contractor.
8 2. Data is made available for the convenience of the Contractor.
9 1.12 WARRANTY [NOT USED]
10 PART 2 - PRODUCTS [NOT USED]
11 2.1 OWNER-FURNISHED [NOT USED]
12 2.2 PRODUCT TYPES AND MATERIALS
13 A. Materials
14 1. Unacceptable Fill Material
15 a. In-situ soils classified as NIL, MH, PT, OL or OH in accordance with ASTM
16 D2487
17 PART 3 - EXECUTION
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 CONSTRUCTION
22 A. Accept ownership of unsuitable or excess material and dispose of material off-site
23 accordance with local, state, and federal regulations at locations.
24 B. Excavations shall be performed in the dry, and kept free from water, snow and ice
25 during construction with eh exception of water that is applied for dust control.
26 C. Separate Unacceptable Fill Material from other materials, remove from the Site and
27 properly dispose according to disposal plan.
28 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and
29 proposed or existing structures.
30 E. Correct any damage to the subgrade caused by weather, at no additional cost to the
31 City.
32 F. Shape slopes to avoid loosening material below or outside the proposed grades.
33 Remove and dispose of slides as directed.
34 G. Rock Cuts
35 1. Excavate to finish grades.
CITY OF FORT WORTH HMAC SURFACE OVERLAY 92012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
31 23 16-4
UNCLASSIFIED EXCAVATION
Page 4 of 4
1 2. In the event of over excavation due to contractor error below the lines and grades
2 established in the Drawings, use approved embankment material compacted in
3 accordance with Section 3124 00 to replace the over excavated at no additional
4 cost to City.
5 H. Earth Cuts
6 1. Excavate to finish subgrade
7 2. In the event of over excavation due to contractor error below the lines and grades
8 established in the Drawings, use approved embankment material compacted in
9 accordance with Section 31 24 00 to replace the over excavated at no additional
10 cost to City.
11 3. Manipulate and compact subgrade in accordance with Section 3124 00,
12 3.5 REPAIR [NOT USED]
13 3.6 RE-INSTALLATION [NOT USED]
14 3.7 FIELD QUALITY CONTROL
15 A. Subgrade Tolerances
16 1. Excavate to within 0.1 foot in all directions.
17 2. In areas of over excavation, Contractor provides fill material approved by the City
18 at no expense to the City.
19 3.8 SYSTEM STARTUP [NOT USED]
20 3.9 ADJUSTING [NOT USED]
21 3.10 CLEANING [NOT USED]
22 3.11 CLOSEOUT ACTIVITIES [NOT USED]
23 3.12 PROTECTION [NOT USED]
24 3.13 MAINTENANCE [NOT USED]
25 3.14 ATTACHMENTS [NOT USED]
26
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
29
CITY OF FORT WORTH HMAC SURFACE OVERLAY 92012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July I,2011
321123-1
FLEXIBLE BASE COURSES
Page 1 of 7
1 SECTION 32 11 23
2 FLEXIBLE BASE COURSES
3 PART1 - 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 City of Fort Worth Standards
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: measured by the square yard of the required depth per plan of
17 completed flexible base course by type and gradation.
18 2. Payment: based on the work performed and materials placed and includes full
19 compensation for:
20 a. preparation and correction of subgrade
21 b. furnishing of material
22 c. hauling
23 d. blading
24 e. sprinkling
25 f. compacting
26 g. and.furnishing all labor and equipment necessary to complete the work.
27 1.3 REFERENCES
28 A. Definitions
29 1. RAP—Recycled Asphalt Pavement.
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. ASTM International(ASTM):
35 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
36 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3))
37 3. Texas Department of Transportation(TXDOT):
38 a. Tex-104-E, Determining Liquid Limits of Soils
39 b. Tex-106-E, Calculating the Plasticity Index of Soils
40 c. Tex-107-E, Determining the Bar Linear Shrinkage of Soils
41 d. Tex-110-E, Particle Size Analysis of Soils
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
321123-2
FLEXIBLE BASE COURSES
Page 2 of 7
1 e. Tex-116-E, Ball Mill Method for Determining the Disintegration of Flexible
2 Base Material
3 f. Tex-117-E, Triaxial Compression for Disturbed Soils and Base Materials
4 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium
5 Sulfate
6 h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate
7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
8 1.5 ACTION SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL 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 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
18 2.2 MATERIALS
19 A. General
20 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
21 the plans and specifications.
22 2. Obtain materials from approved sources.
23 3. Notify City of changes to material sources.
24 4. The City may sample and test project materials at any time before compaction
25 throughout the duration of the project to assure specification compliance.
26 B. Aggregate
27 1. Furnish aggregate of the type and grade shown on the plans and conforming to the
28 requirements of Table 1,
29 2. Each source must meet Table 1 requirements for liquid limit, plastiCity index, and
30 wet ball mill for the grade specified.
31 3. Do not use additives such as but not limited to lime, cement, or fly ash to modify
32 aggregates to meet the requirements of Table 1, unless shown on the plans.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
i
321123-3
FLEXIBLE BASE COURSES
Page 3 of 7
1
2 Table 1
3 Material Require eints
Property Test Method I Grade I Grade 2
Master gradation sieve
size %retained
2-1/2 in. — 0
I-3/4 in. 0 0-10
7/8in. Tex-110-E 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-I 16-E
increase passing the 20 20
No.40 sieve
Classification' 1.0 1.1-2.3
Min.compressive
strength',psi Tex-I 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 plans,test material in
accordance with Tex-41I-A.
3.Meet both the classification and the minimum compressive
strength,unless otherwise shown on the plans.
4
5 4. Material Tolerances:
6 a) The City may accept material if no more than 1 of the 5 most recent gradation
7 tests has an individual sieve outside the specified limits of the gradation.
8 b) When target grading is required by the plans, no single failing test may exceed
9 the master grading by more than 5 percentage points on sieves No. 4 and larger
10 or 3 percentage points on sieves smaller than No. 4.
11 c) The City may accept material if no more than 1 of the 5 most recent plasticity
12 index tests is outside the specified limit.No single failing test may exceed the
13 allowable limit by more than 2 points.
14 5. Material Types
15 a) Do not use fillers or binders unless approved.
16 b) Furnish the type specified on the plans in accordance with the following:
17 1) Type A
18 a) Crushed stone produced and graded from oversize quarried aggregate
19 that originates from a single, naturally occurring source.
20 b) Do not use gravel or multiple sources.
21 2) Type B
22 a) Only for use as base material for temporary pavement repairs,
23 b) Do not exceed 20%RAP by weight unless shown on plans.
24 3) Type D
25 a) Type A material or crushed concrete.
26 b) Crushed concrete containing gravel will be considered Type D
27 material.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
32 11 23-4
FLEXIBLE BASE COURSES
Page 4 of 7
1 c) The City may require separate dedicated stockpiles in order to verify
2 compliance.
3 d) Crushed concrete must meet the following requirements:
4 (1) Table 1 for the grade specified.
5 (2) Recycled materials must be free from reinforcing steel and other
6 objectionable material and have at most 1.5 percent deleterious
7 material when tested in accordance with TEX-413-A.
8 C. Water
9 1. Furnish water free of industrial wastes and other objectionable matter.
10 2.3 ACCESSORIES [NOT USED]
11 2.4 SOURCE QUALITY CONTROL [NOT USED]
12 PART 3 - EXECUTION
13 3.1 INSTALLERS [NOT USED]
14 3.2 EXAMINATION [NOT USED]
15 3.3 PREPARATION
16 A. General
17 1. Shape the subgrade or existing base to conform to the typical sections shown on the
18 plans or as directed.
19 2. When new base is required to be mixed with existing base:
20 a. Deliver, place, and spread the new flexible base in the required amount.
21 b. Manipulate and thoroughly mix the new base with existing material to provide
22 a uniform mixture to the specified depth before shaping.
23 B. Subgrade Compaction
24 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the
25 following:
26 a. Proof Rolling
27 1) City Project Representative must be on-site during proof rolling operations.
28 2) Use equipment that will apply sufficient load to identify soft spots that rut
29 or pump.
30 (1) Acceptable equipment includes fully loaded single-axle water truck
31 with a 1500 gallon capacity.
32 3) Make at least 2 passes with the proof roller(down and back= 1 pass).
33 4) Offset each trip by at most 1 tire width.
34 5) If an unstable or non-uniform area is found, correct the area.
35 b. Correct
36 1) Soft spots that rut or pump greater than 3/4 inch.
37 2) Areas that is unstable or non-uniform.
38 2. Installation of base material cannot proceed until compacted subgrade approved by
39 the City.
40 3.4 INSTALLATION
41 A. General
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 11 23-5
FLEXIBLE BASE COURSES
Page 5 of 7
1 1. Construct each layer uniformly, flee of loose or segregated areas, and with the
2 required density and moisture content.
3 2. Provide a smooth surface that conforms to the typical sections, lines, and grades
4 shown on the plans or as directed.
5 3. Haul approved flexible base in clean, covered trucks.
6 B. Equipment
7 1. General: Provide machinery, tools, and equipment necessary for proper execution
8 of the work.
9 2. Rollers:
10 a. The CONTRACTOR may use any type of roller to meet the production rates
11 and quality requirements of the Contract unless otherwise shown on the plans
12 or directed.
13 b. When specific types of equipment are required, use equipment that meets the
14 specified requirements.
15 c. Alternate Equipment,
16 1) Instead of the specified equipment, the CONTRACTOR may, as approved,
17 operate other compaction equipment that produces equivalent results.
18 2) Discontinue the use of the alternate equipment and furnish the specified
19 equipment if the desired results are not achieved.
20 d. City may require CONTRACTOR to substitute equipment if production rate
21 and quality requirements of the Contract are not met.
22 C. Placing
23 1. Spread and shape flexible base into a uniform layer by approved means the sarne
24 day as delivered unless otherwise approved.
25 2. Place material such that it is mixed to minimize segregation.
26 3. Construct layers to the thickness shown on the plans,while maintaining the shape
27 of the course.
28 4. Where subbase or base course exceeds 6 inches in thickness, construct in two or
29 more courses of equal thickness.
30 5. Minimum lift depth: 3 inches.
31 6. Control dust by sprinkling.
32 7. Correct or replace segregated areas as directed.
33 8. Place successive base courses and finish courses using the same construction
34 methods required for the first course.
35 D. Compaction
36 1. General:
37 a. Compact using density control unless otherwise shown on the plans.
38 b. Multiple lifts are permitted when shown on the plans or approved.
39 c. Bring each layer to the moisture content directed. When necessary, sprinkle the
40 material to the extent necessary to provide not less than the required density.
41 d. Compact the full depth of the subbase or base to the extent necessary to remain
42 firm and stable under construction equipment.
43 2, Rolling.
44 a. Begin rolling longitudinally at the sides and proceed towards the center,
45 overlapping on successive trips by at least 1/2 the width of the roller unit.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
32 11 23-6
FLEXIBLE BASE COURSES
Page 6 of 7
1 b. On superelevated curves, begin rolling at the low side and progress toward the
2 high side.
3 c. Offset alternate trips of the roller.
4 d. Operate rollers at a speed between 2 and 6 mph as directed.
5 e. Rework, recompact, and refinish material that fails to meet or that loses
6 required moisture, density, stability, or finish before the next course is placed or
7 the project is accepted.
8 f. Continue work until specification requirements are met.
9 g. Proof roll the compacted flexible base in accordance with the following:
10 1) Proof Rolling
11 a) City Project Representative must be on-site during proof rolling
12 operations.
13 b) Use equipment that will apply sufficient load to identify soft spots that
14 rut or pump.
15 (1) Acceptable equipment includes fully loaded single-axle water truck
16 with a 1500 gallon capacity.
17 c) Make at least 2 passes with the proof roller(down and back= 1 pass).
18 d) Offset each trip by at most 1 tire width.
19 e) If an unstable or non-uniform area is found, correct the area.
20 2) Correct
21 a) Soft spots that rut or pump greater than 3/4 inch.
22 b) Areas that is unstable or non-uniform.
23 3. Tolerances
24 a. Maintain the shape of the course by blading.
25 b. Completed surface shall be smooth and in conformity with the typical sections
26 shown on the plans to the established lines and grades.
27 c. For subgrade beneath paving surfaces, correct any deviation in excess of 1/4
28 inch in cross section in length greater than 16 feet measured longitudinally by
29 loosening, adding or removing material. Reshape and recompact by sprinkling
30 and rolling.
31 d. Correct all fractures, settlement or segregation immediately by scarifying the
32 areas affected, adding suitable material as required. Reshape and recompact by
33 sprinkling and rolling.
34 e. Should the subbase or base course, due to any reason, lose the required
35 stability, density and finish before the surfacing is complete, it shall be
36 recompacted at the sole expense of the CONTRACTOR.
37 4. Density Control.
38 a. Minimum Density: 95 percent compaction as determined by ASTM D698.
39 b. Moisture content: minus 2 to plus 4 of optimum.
40 E. Finishing
41 1. After completing compaction, clip, skin, or tight-blade the surface with a
42 maintainer or subgrade trimmer to a depth of approximately 1/4 inch.
43 2. Remove loosened material and dispose of it at an approved location.
44 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic
45 tire roller until a smooth surface is attained.
46 4. Add small increments of water as needed during rolling.
47 5. Shape and maintain the course and surface in conformity with the typical sections,
48 lines, and grades as shown on the plans or as directed.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
32 11 23-7
FLEXIBLE BASE COURSES
Page 7 of 7
1 6. In areas where surfacing is to be placed,correct grade deviations greater than 1/4
2 inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire
3 width of the cross-section.
4 7. Correct by loosening, adding, or removing material.
5 8. Reshape and recompact in accordance with 3A.C.
6 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
7 3.6 RE-INSTALLATION [NOT USED]
8 3.7 QUALITY CONTROL
9 A. Density Test
10 1. City to measure density of flexible base course.
11 a. Notify City Project Representative when flexible base ready for density testing.
12 b. Spacing directed by City (1 per block minimum).
13 c. City Project Representative determines location of density testing.
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
23
24
25
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
321133-1
CEMENT TREATED BASE COURSES
Page 1 of 7
I SECTION 32 1133
2 CEMENT TREATED BASE COURSES
3 PART1 - 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 plans.
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 11 26 -Flexible Base Courses
i
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Measurement
20 a. Cement: measure by the ton(dry weight).
21 b. Cement Treatment
22 1) Measure by the square yard of surface area.
23 2) The dimensions for determining the surface area is established by the
24 widths shown on the plans and the lengths measured at placement.
25 2. Payment
26 a. Cement: paid for at the unit price bid and full compensation for:
27 1) furnishing the material
28 2) all freight involved
29 3) all unloading, storing, and handling
30 b. Cement Treatment: based on the work performed and placed and includes full
31 compensation for:
32 1) pulverizing or providing the soil material;
33 2) handling, hauling and spreading dry or slurry cement;
34 3) mixing the cement with the soil either in-place or in a mixing plant;
35 4) furnishing, hauling and mixing water with the soil-cement mixture;
36 5) spreading and shaping the mixture; compacting the mixture, including all
37 rolling required for compaction;
38 6) surface finishing;
39 7) water and sprinkling;
40 8) curing;
41 9) and for all manipulation, labor, equipment, appliances,tools and incidentals
42 necessary to complete the work.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 11 33-2
CEMENT TREATED BASE COURSES
Page 2 of 7
1 1.3 REFERENCES
2 A. Reference Standards
3 1. Reference standards cited in this specification refer to the current reference standard
4 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. C150, Standard Specification for Portland Cement
8 b. D698, Standard Test Methods for Laboratory Compaction Characteristics of
9 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3))
10 3, Texas Department of Transportation(TxDOT)
11 a. Tex-101-E, Preparing soil and flexible base materials for testing
12 b. Tex-140-E, Measuring thickness of paving layers
13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
14 1.5 ACTION SUBMITTALS [NOT USED]
15 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
16 1.7 CLOSEOUT SUBMITTALS [NOT USED]
17 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED]
18 1.9 QUALITY ASSURANCE [NOT USED]
19 1.10 DELIVERY, STORAGE,AND HANDLING
20 A. Truck Delivered Cement
21 1. Each truck ticket shall bear the weight of cement measured on certified scales.
22 2. Submit delivery tickets, certified by supplier, that include weight with each bulk
23 delivery of cement to the site.
24 1.11 FIELD [SITE] CONDITIONS
25 A. Start cement application only when the air temperature is at least 35 degrees F and
26 rising or is at least 40 degrees F.
27 B. Measure temperature in the shade away from artificial heat.
28 C. Suspend application when the City determines that weather conditions are unsuitable.
29 1.12 WARRANTY [NOT USED]
30 PART 2 - PRODUCT'S
31 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
32 2.2 MATERIALS
33 A. General
34 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
35 the plans and specifications.
36 2. Notify the City of the proposed material sources and of changes to material sources.
37 3. Obtain verification from the City that the specification requirements are met before
38 using the sources.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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Revised July 1,2011
32 1133-3
CEMENT TREATED BASE COURSES
Page 3 of 7
1 4. The City may sample and test project materials at any time before compaction.
2 B. Cement: ASTM C150 Type I, II or IP.
3 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32
4 11 26 for the type and grade shown on the plans, before the addition of cement.
5 D. Water: Furnish water free of industrial wastes and other objectionable material.
6 2.3 ACCESSORIES [NOT USED]
7 2.4 SOURCE QUALITY CONTROL [NOT USED]
8 PART 3- EXECUTION
9 3.1 INSTALLERS [NOT USED]
10 3.2 EXAMINATION [NOT USED]
11 3.3 PREPARATION
12 A. Shape existing material in accordance with applicable bid items to conform to typical
13 sections shown on the plans and as directed.
14 3.4 INSTALLATION
15 A. General
16 1. Produce a completed course of treated material containing:
17 a. uniform Portland cement mixture,free from loose or segregated areas.
18 b. uniform density and moisture content.
7 19 c. well bound for full depth.
20 d. with smooth surface and suitable for placing subsequent courses.
21 2. Maximum layer depth of cement treatment in single layer: 8 inches.
22 3. For treated subgrade exceeding 8 inches deep, pulverize, apply cement, mix,
23 compact and finish in equal layers not exceeding 5 inches deep.
24 B. Equipment
25 1. Provide machinery,tools, and equipment necessary for proper execution of the
26 work.
27 2. Rollers:
28 a. The CONTRACTOR may use any type of roller to meet the production rates
29 and quality requirements of the Contract unless otherwise shown on the plans
30 or directed.
31 b. When specific types of equipment are required, use equipment that meets the
32 specified requirements.
33 c. Alternate Equipment.
34 1) Instead of the specified equipment,the CONTRACTOR may, as approved,
35 operate other compaction equipment that produces equivalent results.
36 2) Discontinue the use of the alternate equipment and furnish the specified
37 equipment if the desired results are not achieved.
38 d. City may require CONTRACTOR to substitute equipment if production rate
39 and quality requirements of the Contract are not met.
40 3, Slurry Equipment.
-- 41 a. Use slurry tanks equipped with agitation devices for cement application.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
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32 11 33-4
CEMENT TREATED BASE COURSES
Page 4 of 7
1 b. The City may approve other slurrying methods.
2 c. Provide a pump for agitating the slurry when the distributor truck is not
3 equipped with an agitator.
4 4. Pulverization Equipment.
5 a. Provide pulverization equipment that:
6 1) cuts and pulverizes material uniformly to the proper depth with cutters that
7 plane to a uniform surface over the entire width of the cut,
8 2) provides a visible indication of the depth of cut at all times, and
9 3) uniformly mixes the materials.
10 C. Pulverization
11 1. Pulverize or scarify existing material after shaping so that 100 percent by dry
12 weight passes a 1 inch sieve, and 80 percent by dry weight passes a No. 4 sieve
13 exclusive of gravel or stone retained in sieves.
14 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 2
15 inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel or
16 stone retained in sieves.
17 D. Cement Application
18 1. Spread by an approved dry or slurry method uniformly on the soil at the rate
19 specified on the plans
20 2. If a bulk cement spreader is used, position by string lines or other approved method
21 during spreading to insure a uniform distribution of cement.
22 3. Apply to an area that all the operations can be continuous and completed in daylight
23 within 6-hours of initial application.
24 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of
25 soil and cement during dry-mixing operations
26 5. Do not exceed the specified optimum moisture content for the soil and cement
27 mixture.
28 6. No equipment, except that used in the spreading and mixing, allowed to pass over
29 the freshly spread cement until it is mixed with the soil.
30 E. Mixing
31 1. Thoroughly mix the material and cement using approved equipment.
32 2. Mix until a homogeneous, friable mixture of material and cement is obtained,free
33 from all clods and lumps.
34 3. Keep mixture within moisture tolerances throughout the operation.
35 4. Spread and shape the completed mixture in a uniform layer.
36 5. After mixing, the City samples the mixture at roadway moisture and test in
37 accordance with Tex 101 E, Part I1I, to determine compliance with the gradation
38 requirements in Table 1.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 1133-5
CEMENT TREATED BASE COURSES
Page 5 of 7
1 Table 1
2 Gradation Re uirements 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.
'a 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
34 expense and 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.
42 H. Finishing
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July I,2011
32 11 33-6
CEMENT TREATED BASE COURSES
Page 6 of 7
1 1. After completing compaction of the final course, clip, skin, or tight-blade the
2 surface of the cement-treated material with a maintainer or subgrade trimmer to a
3 depth of approximately 1/4 inch.
4 2. Remove loosened material and dispose of at an approved location.
5 3. Roll the clipped surface immediately with a pneumatic tire roller adding small
6 increments of moisture as needed and until a smooth surface is attained.
7 4. Add small amounts of water as needed during rolling. Shape and maintain the
8 course and surface in conformity with the typical sections, lines, and grades shown
9 on the plans or as directed.
10 5. Surface compaction and finishing shall proceed in such a manner as to produce, in
11 not more than 2-hours, a smooth, closely knit surface, free of cracks, ridges or loose
12 material, conforming to the drawn grade and line shown on the plans.
13 6. After the final layer or course of the cement modified soil has been compacted, it
14 shall be brought to the required lines and grades in accordance with the typical
15 sections.
16 7. The completed section shall then be finished by rolling with a pneumatic tire or
17 other suitable roller sufficiently to create micro cracking.
18 I. Curing
19 1. General
20 a. Cure for at least 48 hours.
21 b. Maintain the moisture content during curing at no lower than 2 percentage
22 points below optimum.
23 2. Curing method depends on finished pavement type:
24 a. Concrete pavement:
25 1) Sprinkle with water
26 2) Maintain moisture during curing
27 3) Do not allow equipment on the finished course during curing except as
28 required for sprinkling, unless otherwise approved.
29 b. Asphalt Pavement:
30 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard.
31 2) Do not allow equipment on the finished course during curing
32 3. Continue curing until paving operations begin.
33 3.5 [REPAIR]/[RESTORATION] [NOT USED]
34 3.6 RE-INSTALLATION [NOT USED]
35 3.7 FIELD QUALITY CONTROL
36 A. Density Test
37 1, City Project Representative must be on site during density testing
38 2. City to measure density of cement treated base course in accordance with ASTM
39 D693 8.
40 3. Spacing directed by City(1 per block minimum),
41 4, City Project Representative determines density testing locations.
42 B. Depth Test
43 1, Take minimum of one core per 500 linear feet per each direction of travel
44 staggering test location in each lane to determine in-place depth.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 1133-7
CEMENT TREATED BASE COURSES
Page 7 of 7
1 2. City Project Representative determines depth testing locations.
2 3.8 SYSTEM STARTUP [NOT USED]
3 3.9 ADJUSTING [NOT USED]
4 3.10 CLEANING [NOT USED]
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
11
'l
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 12 16- 1
ASPHALT PAVING
Page 1 of 23
1 SECTION 32 12 16
2 ASPHALT PAVING
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Construct a pavement layer composed of a compacted, dense-graded mixture of
6 aggregate and asphalt binder for surface or base courses.
7 B. Standard Detail
8 1. H.M.A.C. Pavement Construction Details
9 C. Deviations from City of Fort Worth Standards
10 1. None
11 D. 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 32 01 17 -Permanent Asphalt Paving Repair
15 1.2 PRICE AND PAYMENT PROCEDURES
16 A. Measurement and Payment
17 1. Measurement
18 a. Asphalt Pavement: measure by the square yard of completed and accepted
19 asphalt pavement in its final position for various thicknesses and types.
20 b. H.M.A.C. Transition: measure by the ton of composite hot mix.
21 c. Asphalt Base Course: measure by the square yard of completed and accepted in
22 its final position for various thicknesses.
23 d. H.M.A.C. Pavement Level Up: measure by the ton of completed and accepted
24 in its final position.
25 e. H.M.A.C. Speed Cushion: measure by each completed and accepted in its final
26 position.
27 2. Payment: Based on the work performed and all materials furnished and subsidiary
28 work and materials include:
29 a, shaping and fine grading the roadbed
30 b. furnishing, loading and unloading, storing, hauling and handling all materials
'31 including all freight and royalty
32 c. traffic control for all testing
33 d. asphalt, aggregate, and additive
34 e. materials and work needed for corrective action,
35 f. equipment, labor,tools
36 g. trial batches,
37 h. tack coat,
38 i. removal and/or sweeping excess material.
39 1.3 REFERENCES
40 A. Abbreviations and Acronyms
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
i
1
32 12 16-2
ASPHALT PAVING
Page 2 of 23
1 1. RAP (reclaimed asphalt pavement)
2 2. SAC (surface aggregate classification)
3 3. BRSQC (Bituminous Rated Source Quality Catalog)
4 4. AQMP (Aggregate Quality Monitoring Program)
5 5. H.M.A.C. (Hot Mix Asphalt Concrete)
6 6. WMA (Warm Mix Asphalt)
7 B. Reference Standards
8 1. Reference standards cited in this specification refer to the current reference standard
9 published at the time of the latest revision date logged at the end of this
10 specification, unless a date is specifically cited.
11 2. National Institute of Standards and Technology(MIST)
12 a. Handbook 44 - 2007 Edition: Specifications,Tolerances, and Other Technical
13 Requirements for Weighing and Measuring Devices
14 3. ASTM International(ASTM):
15 a. ASTM D6084- 06 Standard Test Method for Elastic Recovery of Bituminous
16 Materials by Ductilometer
17 4. American Association of State Highway and Transportation Officials
18 - a. MP2 Standard Specification for Superpave Volumetric Mix Design
19 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt
20 (HMA)
21 c. T 201, Kinematic Viscosity of Asphalts (Bitumens)
22 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary
23 Viscometer
j 24 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder
25 Using Rotational Viscometer
26 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt
27 Binder Using the Bending Beam Rheometer(BBR)
28 5. Texas Department of Transportation
29 a. Bituminous Rated Source Quality Catalog(BRSQC)
30 b. TEX 100-E, Surveying and Sampling Soils for Highways
31 c. Tex 106-E, Calculating the Plasticity Index of Soils
32 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils
33 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates
34 f. Tex 203-F, Sand Equivalent Test
35 g. Tex-204-F, Design of Bituminous Mixtures
36 h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures
37 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse
38 Aggregates
39 j. Tex-226-F, Indirect Tensile Strength Test
40 k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures
41 1. Tex-243-17, Tack Coat Adhesion
42 in. Tex-244-F, Thermal profile of Hot Mix Asphalt
43 n. Tex 280-F, Determination of Flat and Elongated Particles
44 o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates
45 (Decantation Test for Concrete Aggregates)
46 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete
47 q. Tex 410-A, Abrasion of Coarse Aggregate using the.Los Angeles Machine
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 12 16-3
ASPHALT PAVING
Page 3 of 23
1 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium
2 s. Tex 460-A,Determining Crushed Face Particle Count
3 t. Tex 461-A,Degradation of Coarse Aggregate by Micro-Deval Abrasion
4 u. Sulfate
5 v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures
6 w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified
7 Asphalt Systems
8 x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders
9 y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales
10 z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters
11 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems
12 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
13 1.5 ACTION SUBMITTALS [NOT USED]
14 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
15 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.13.1.
16 1.7 CLOSEOUT SUBMITTALS [NOT USED]
17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
18 1.9 QUALITY ASSURANCE [NOT USED]
19 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
20 1.11 FIELD CONDITIONS
21 A. Weather Conditions
22 1. Place mixture when the roadway surface temperature is equal to or higher than the
23 temperatures listed in Table 1.
24 Table 1
25 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
26 1' Contractors may pave at temperatures 10°F lower than the values shown in Table 1
27 when utilizing a paving process including WMA or equipment that eliminates thermal
28 segregation. In such cases,the contractor must use either a hand held thermal camera
29 or a hand held infrared thermometer operated in accordance with Tex-244-F to
30 demonstrate to the satisfaction of the City that the uncompacted mat has no more than
31 10'F of thermal segregation.
32
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 12 16-4
ASPHALT PAVING
Page 4 of 23
1 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
2 and moisture conditions of the roadway surface are suitable in the opinion of the
3 City.
4
5 1.12 WARRANTY [NOT USED]
6 PART 2 - PRODUCTS
7 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
8 2.2 MATERIALS
9 A. General:
10 1. Furnish uncontaminated materials of uniform quality that meet the requirements of
11 the plans and specifications.
12 2. Notify the City of all material sources.
13 3. Notify the City before changing any material source or formulation.
14 4. When the CONTRACTOR makes a source or formulation change,the City will
15 verify that the requirements of this specification are met and may require a new
16 laboratory mixture design, trial batch, or both.
17 5. The City may sample and test project materials at any time during the project to
18 verify compliance.
19 6. The depth of the compacted lift should be at least two times the nominal maximum
20 aggregate size.
21 B. Aggregate.
22 1. General:
23 a. Furnish aggregates from sources that conform to the requirements shown in
24 Table 1, and as specified in this Section, unless otherwise shown on the plans.
25 b. Provide aggregate stockpiles that meet the definition in this Section for either
26 coarse aggregate or fine aggregate.
27 c. When reclaimed asphalt pavement(RAP) is allowed by plan note, provide RAP
28 stockpiles in accordance with this Section.
29 d. Aggregate from RAP is not required to meet Table 2 requirements unless
30 otherwise shown on the plans.
31 e. Supply mechanically crushed gravel or stone aggregates that meet the
32 definitions in Tex 100 E.
33 f. Samples must be from materials produced for the project.
34 g. The City will establish the surface aggregate classification(SAC)and perform
35 Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests.
36 h. Perform all other aggregate quality tests listed in Table 2.
37 i. Document all test results on the mixture design report.
38 j. The City may perform tests on independent or split samples to verify
39 CONTRACTOR test results.
40 k. Stockpile aggregates for each source and type separately and designate for the
41 City.
42 1. Determine aggregate gradations for mixture design and production testing
43 based on the washed sieve analysis given in Tex 200 F, Part Il.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 12 16-5
ASPHALT PAVING
Page 5 of 23
1
Table 2
Aggregate Quali Re uirements
Property Test Method Requirement
Coarse Ag e
SAC AQMP As shown on plans
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, Tex 460-A, Part I 85'
percent, min
Flat and elongated particles @ 5:1, percent, max Tex-280-F 10
Fine A re ate
Linear shrinkage, percent,max Tex-107-E 3
Combined A re ate
Sand equivalent, percent,min 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 plans.
3.Unless otherwise shown on the plans.Only applies to crushed gravel.
2 in. Coarse Aggregate,
3 1) Coarse aggregate stockpiles must have no more than 20 percent material
4 passing the No. 8 sieve.
5 2) Maximum aggregate size should not be over half of the proposed lift depth
6 to prevent particle on particle contact issues.
7 3) Provide aggregates from sources listed in the BRSQC.
8 4) Provide aggregate from nonlisted sources only when tested by the City
9 and/or approved before use.
10 5) Allow 30 calendar days for the City to sample,test, and report results for
11 nonlisted sources.
12 6) Class B aggregate meeting all other requirements in Table 2 may be
13 blended with a Class A aggregate in order to meet requirements for Class A
14 materials.
15 7) When blending Class A and B aggregates to meet a Class A requirement,
16 ensure that at least 50 percent by weight of the material retained on the
17 No. 4 sieve comes from the Class A aggregate source.
18 8) Blend by volume if the bulk specific gravities of the Class A and B
19 aggregates differ by more than 0.300.
20 9) When blending, do not use Class C or D aggregates.
21 10) For blending purposes, coarse aggregate from RAP will be considered as
22 Class B aggregate.
23 11) Provide coarse aggregate with at least the minimum SAC shown on the
24 plans.
25 12) SAC requirements apply only to aggregates used on the surface of travel
26 lanes,unless otherwise shown on the plans.
27 n. RAP is salvaged, milled,pulverized, broken, or crushed asphalt pavement.
28 1) No RAP permitted for TYPE D H.M.A.C.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 12 16-6
ASPHALT PAVING
Page 6 of 23
1 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise
2 shown on the plans.
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
6 the project, and is permitted only when shown on the plans.
7 5) City-owned RAP, if allowed for use, will be available at the location
8 shown on the plans.
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 plans.
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 plans.
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 5percent.
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-
24 owned RAP stockpiles.
25 15) Remove unused CONTRACTOR-owned RAP material from the project
26 site upon 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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 12 16-7
ASPHALT PAVING
Page 7 of 23
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. Mineral filler consists of finely divided mineral matter such as
3 agricultural lime, crusher fines, hydrated lime, cement, or fly ash. Mineral filler is
4 allowed unless otherwise shown on the plans. Do not use more than 2 percent
5 hydrated lime or cement, unless otherwise shown on the plans. The plans may
6 require or disallow specific mineral fillers. When used, provide mineral filler that:
7 a. is sufficiently dry, free-flowing, and free from clumps and foreign matter;
8 b. does not exceed 3 percent linear shrinkage when tested in accordance with
9 Tex-107-E; and meets the gradation requirements in Table 4.
10 Table 4
11 Gradation Requirements for Mineral Filler
percent Passing by Weight or
Sieve Size Volume
48 100
#200 55-100
12
13 3. Baghouse Fines. Fines collected by the baghouse or other dust-collecting equipment
14 may be reintroduced into the mixing drum.
15 4. Asphalt Binder. Furnish the type and grade of performance-graded (PG) asphalt
16 binder specified as follows:
17 a. Performance-Graded Binders. PG binders must be smooth and homogeneous,
18 show no separation when tested in accordance with Tex-540-C, and meet
19 Table 5 requirements.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
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ASPHALT PAVING
Page 10 of 23
1
2 b. Separation testing is not required if:
3 1) a modifier is introduced separately at the mix plant either by injection in the
4 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 plans or approved, furnish CSS-1H, SSAH, or a
l 10 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 plans, 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,
,3
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 plans, 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.
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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" 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
8 Table 7
9 Laboratory Mixture Desi n Properties
0 Property Test Method Requirement
12 Target laboratory-molded density, percent Tex-207-F 96.0
13 Tensile strength (dry), psi (molded to 93 2
14 ercent±l percent density) Tex-226-F 85-200
15 Boil test Tex-530-C —
16 1.Unless otherwise shown on the plans.
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
24 shown on the plans.
25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and
26 275 degrees F.
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1 d. When WMA is not required as shown on plans, produce an asphalt mixture
?3 within the temperature range of 215 degrees F and 275 degrees
4 2.3 ACCESSORIES [NOT USED]
5 2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
i
7 3.1 INSTALLERS [NOT USED]
8 3.2 EXAMINATION [NOT USED]
9 3.3 PREPARATION
10 A. Hauling Operations
I 1 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
I 1 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 L0
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 weight
49 of the combined aggregate; and
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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,
11 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; and
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, and
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
11 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.
s' 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
rade reference including a string line, ski, mobile string line, or matching
17 g
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 plans.
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
39 and quality requirements of the Contract unless otherwise shown on the plans
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
49 and 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 plans, 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:
30 1) 3 consecutive tests on any individual sieve,
31 2) 4 consecutive tests on any of the sieves, or
32 3) 2 consecutive tests on asphalt content.
33 b. Begin production only when test results or other information indicate,to the
34 satisfaction of the City, that the next mixture produced will be within Table 9
35 tolerances.
36 3. Storage and Heating of Materials.
37 a. Do not heat the asphalt binder above the temperatures specified in Section
38 2.2.A. or outside the manufacturer's recommended values.
39 b. On a daily basis, provide the City with the records of asphalt binder and hot-
40 mix asphalt discharge temperatures in accordance with Table 10.
41 c. Unless otherwise approved,do not store mixtures for a period long enough to
42 affect the quality of the mixture, nor in any case longer than 12 hours.
43 4. Mixing and Discharge of Materials.
44 a. Notify the City of the target discharge temperature and produce the mixture
45 within 25 degrees F of the target.
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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 plans or allowed.
22 Table 9
23 Compacted Lift Thickness and Required Core Height
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.
i 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.
i
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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 day's
9 production.
10 E. Lay-Down Operations.
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 plans.
20 2. Avoid displacement of the mixture. If displacement occurs, correct to the
21 satisfaction of the City.
22 3. Ensure pavement is fully compacted before allowing rollers to stand on the
23 pavement.
24 4. Unless otherwise directed, use only water or an approved release agent on rollers,
25 tamps, and other compaction equipment.
26 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture.
27 6. Unless otherwise directed, operate vibratory rollers in static mode when not
28 compacting, when changing directions, or when the plan depth of the pavement mat
29 is less than 1-1/2 inches.
30 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers,
31 and similar structures and in locations that will not allow thorough compaction with
32 the rollers.
33 8. The City may require rolling with a trench roller on widened areas, in trenches, and
34 in other limited areas.
35 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to
36 traffic unless otherwise directed.
37 10. When directed, sprinkle the finished mat with water or limewater to expedite
38 opening the roadway to traffic.
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I 11. Air Void Control.
2 a. General.
3 1) Compact dense-graded hot-mix asphalt to contain from 5 percent to 9
4 percent in-place air voids.
5 2) Do not increase the asphalt content of the mixture to reduce pavement air
6 voids.
7 b. Rollers.
8 1) Furnish the type, size, and number of rollers required for compaction, as
9 approved.
10 2) Use a pneumatic-tire roller to seal the surface, unless otherwise shown on
11 the plans.
12 3) Use additional rollers as required to remove any roller marks.
13 c. Air Void Determination.
14 1) Unless otherwise shown on the plans, obtain 2 roadway specimens at each
15 location selected by the City for in-place air void determination.
16 2) The City will measure air voids in accordance with Tex-207-F and
17 Tex-227-F.
18 3) Before drying to a constant weight, cores may be predried using a Corelok
19 or similar vacuum device to remove excess moisture.
20 4) The City will use the average air void content of the 2 cores to calculate the
21 in-place air voids at the selected location.
22 d. Air Voids Out of Range.
23 1) If the in-place air void content in the compacted mixture is below 5 percent
24 or greater than 9 percent,change the production and placement operations
25 to bring the in-place air void content within requirements.
26 e. Test Section.
27 1) Construct a test section of 1 lane-width and at most 0.2 mi. in length to
28 demonstrate that compaction to between 5 percent and 9 percent in-place
29 air voids can be obtained.
30 2) Continue this procedure until a test section with 5 percent to 9 percent in-
31 place air voids can be produced.
32 3) The City will allow only 2 test sections per day.
33 4) When a test section producing satisfactory in-place air void content is
34 placed, resume full production.
35 12. Ordinary Compaction Control.
36 a. Furnish the type, size, and number of rollers required for compaction,as
37 approved. Furnish at least 1 medium pneumatic-tire roller(minimum 12-ton
38 weight).
39 b. Use the control strip method given in Tex-207-F,Part IV,to establish rolling
40 patterns that achieve maximum compaction.
41 c. Follow the selected rolling pattern unless changes that affect compaction occur
42 in the mixture or placement conditions.
43 d. When such changes occur, establish a new rolling pattern.
44 e. Compact the pavement to meet the requirements of the plans and specifications.
45 f. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling
46 the joint with the adjacent pavement and then continue by rolling longitudinally
47 at the sides.
48 g. Proceed toward the center of the pavement, overlapping on successive trips by
49 at least 1 ft., unless otherwise directed.
50 h. Make alternate trips of the roller slightly different in length.
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1 i. On super elevated curves, begin rolling at the low side and progress toward the
2 high side unless otherwise directed.
3 G. Irregularities.
4 1. Identify and correct irregularities including but not limited to segregation, rutting,
5 raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller
6 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate
7 particles.
8 2. The City may also identify irregularities, and in such cases,the City shall promptly
9 notify the CONTRACTOR.
10 3. If the City determines that the irregularity will adversely affect pavement
I 1 performance,the City may require the CONTRACTOR to remove and replace(at
12 the CONTRACTOR'S expense) areas of the pavement that contain the
13 irregularities and areas where the mixture does not bond to the existing pavement.
14 4. If irregularities are detected, the City may require the CONTRACTOR to
15 immediately suspend operations or may allow the CONTRACTOR to continue
16 operations for no more than 1 day while the CONTRACTOR is taking appropriate
17 corrective action.
18 5. The City may suspend production or placement operations until the problem is
19 corrected.
20 6. At the expense of the CONTRACTOR and to the satisfaction of the City, remove
21 and replace any mixture that does not bond to the existing pavement or that has
22 other surface irregularities identified above.
23 3.5 REPAIR
24 A. See Section 32 01 17,
25 3.6 QUALITY CONTROL
26 A. Production Testing
27 1. Perform production tests to verify asphalt paving meets the performance standard
28 required in the plans and specifications.
29 2. City to measure density of asphalt paving with nuclear gauge.
30 3. City to core asphalt paving from the normal thickness of section once acceptable
31 density achieved. City identifies location of cores.
32 a. Minimum core diameter: 4 inches
33 b. Minimum spacing: 200 feet
34 c. Minimum of one core every block
35 d. Alternate lanes between core
36 4. City to use cores to determine pavement thickness and calculate theoretical density.
37 a. City to perform theoretical density test a minimum of one per day per street.
38 B. Density Test
39 1. The average measured density of asphalt paving must meet specified density.
40 2. Average of measurements per street not meeting the minimum specified strength
41 shall be subject to the money penalties or removal and replacement at the
42 CONTRACTOR'S expense as show in Table 11.
43
44
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 12 I6-22
ASPHALT PAVING
Page 22 of 23
1
2 Table 11
3 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 OWNER.
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 OWNER.
4
5 3. The amount of penalty shall be deducted from payment due to CONTRACTOR.
6 4. These requirements are in addition to the requirements of Section 1.2 Measurement
7 and Payment.
8 C. Pavement Thickness Test.
9 1. City measure each core thickness by averaging at least three measurements.
10 2. The number of tests and location shall be at the discretion of the City, unless
11 otherwise specified in the special provisions or on the plans.
12 3. In the event a deficiency in the thickness of pavement is revealed during production
13 testing, subsequent tests necessary to isolate the deficiency shall be at the
14 CONTRACTOR'S expense.
15 4. The cost for additional coring test shall be at the same rate charged by commercial
16 laboratories.
17 5. Where the average thickness of pavement in the area found to be deficient, payment
18 shall be made at an adjusted price as specified in Table 12.
19
20 Table 12
21 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
the entire cost and
Greater Than 15 percent expense of
CONTRACTOR as
directed by OWNER.
22
23 6. If, in the judgment of the City,the area of such deficiency warrants removal, the
24 area shall be removed and replaced, at the CONTRACTOR'S entire expense,with
25 asphalt paving of the thickness shown on the plans.
26 7. No additional payment over the contract unit price shall be made for any pavement
27 of a thickness exceeding that required by the plans.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 12 16-23
ASPHALT PAVING
Page 23 of 23
1 3.7 FIELD QUALITY CONTROL [NOT USED]
2 3.8 SYSTEM STARTUP [NOT USED]
3 3.9 ADJUSTING [NOT USED]
4 3.10 CLEANING [NOT USED]
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
11
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 1273-1
ASPHALT PAVING CRACK SEALANTS
Page 1 of 5
1 SECTION 32 12 73
2 ASPHALT PAVING CRACK SEALANTS
3 PART1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Sealing transverse and longitudinal cracks no larger than 1-1/2 inches in asphalt
7 paving.
8 B. Standard Detail
9 1. Typical Street Construction Details
10 C. Deviations from City of Fort Worth Standards
11 1. None
12 D. 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 32 12 16 -Asphalt Paving
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Measurement: measure by the gallon placed.
19 2. Payment: contract unit price bid for the work performed and all materials
20 furnished.
21 1.3 REFERENCES
22 A. Reference Standards
23 1. American Society for Testing and Materials (ASTM):
24 a. D6690-07, Standard Specification for Joint and Crack Sealants, Hot Applied,
25 for Concrete and Asphalt Pavements.
26 b. D5329-09, Standard Test Methods for Sealants and Fillers, Hot-Applied, for
27 Joints and Cracks in Asphaltic and Portland Cement Concrete Pavements.
28 c. D2196-05,Method A, Standard Test Methods for Rheological Properties of
29 Non-Newtonian Materials by Rotational (Brookfield type)Viscometer.
30 d. D217 - 02, Standard Test Methods for Cone Penetration of Lubricating Grease,
31 2. American Association of State Highway and Transportation Officials
32 a. T 48,Flash and Fire Points by Cleveland Open Cup.
33 b. T 49, Standard Method of Test for Penetration of Bituminous Materials.
34 c. T 51, Ductility of Bituminous Materials.
35 d. T 53, Point of Bitumen (Ring-and-Ball Apparatus).
36 e. T 59, Standard Method of Test for Emulsified Asphalt.
37 3. Texas Department of Transportation
38 a. Item 300: "Asphalt, Oils and Emulsions".
39 b. Tex-543-C, Evaporative Recovery of Residue for Emulsified Crack Sealant.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 1273-2
ASPHALT PAVING CRACK SEALANTS
Page 2 of 5
1 c. Tex-544-C, Rubber Content for Rubber-Asphalt Crack Sealant,
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 ACTION SUBMITTALS [NOT USED]
4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS
5 A. Test and Evaluation Reports
6 1. Prior to installation, CONTRACTOR shall furnish the City certification by an
7 independent testing laboratory that the crack sealant from each lot of sealant to be
8 used, meets the requirements of this Section.
9 2. The manufacturer of the crack sealant shall have a minimum two-year
10 demonstrated,documented successful field performance with asphalt and concrete
11 pavement crack sealant systems. Verifiable documentation shall be submitted to
12 the City.
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 CONDITIONS
18 A. Weather Conditions
19 1. Place mixture according to manufacturer specifications.
20 2. Unless otherwise shown on the plans, place mixtures only when weather conditions
21 and moisture conditions of the roadway surface are suitable in the opinion of the
22 City.
23 1.12 WARRANTY [NOT USED]
24 PART 2 - PRODUCTS
25 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
26 2.2 MATERIALS &EQUIPMENT
27 A. Materials
28 1. Use materials approved by the City.
29 2. Furnish materials unless otherwise shown on the plans in accordance with ASTM D
30 6690-07 and ASTM D 5329-09 and Tables 1 and 2.
31 a. Polymer modified asphalt-emulsion crack sealer must meet the requirements of
32 Table 1.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 1273-3
ASPHALT PAVING CRACK SEALANTS
Page 3 of 5
1 Table 1
2 Polymer-Modified Asphalt Emulsion Crack Sealer
Property Test Min Max
Procedure
Rotational viscosity, 77 degrees F, cP D 2196, 10,000 25,000
Method A
Sieve test, percent T 59 — 0.1
Storage stability, 1 day, percent T 59 — 1
Evaporation Tex-543-C
Residue by evaporation, percent 65 by wt,
Tests on residue from evaporation:
Penetration, 77 degrees F, 100 g, T 49 35 75
5 sec.
Softening point, degrees F T 53 140 —
Ductility, 39.2 degrees F, T 51 100 —
5 cm/min., cm
3
4 b. Rubber-asphalt crack sealer must meet the requirements of Table 2.
5 Table 2
6 Rubber-As halt Crack Sealer
Property Test Class A Class B
Procedure Min Max Min Max
CRM content, Grade A or B, percent Tex-544-C 22 26 — —
by wt.
-- CRM content, Grade B, percent by Tex-544-C — — 13 17
wt.
Virgin rubber content', percent by — — 2 —
wt.
Flash Point , COC, degrees F T48 400 — 400 —
Penetration , 77 degrees F, 150 g, 5
sec. T 49 30 50 1 30 50
Penetration 3, 32 degrees F, 200 g, 60
sec. T 49 12 — 12 —
Softening point, OF T 53 — — 170 —
Bond 4 D5329 — Pass
1.Provide certification that the min.percent virgin rubber was added.
2.Before passing the test flame over the cup,agitate the sealing compound with a 3/8-to 1/2-inch(9.5-to
12.7-mm)wide,square-end metal spatula in a manner so as to bring the material on the bottom of the cup to
the surface,i.e.,turn the material over. Start at one side of the thermometer,move around to the other,and
then return to the starting point using 8 to 10 rapid circular strokes.Accomplish agitation in 3 to 4 sec.Pass
the test flame over the cup immediately after stirring is completed.
3.Exception to T 49: Substitute the cone specified in ASTM D 217 for the penetration needle.
4.No crack in the crack sealing materials or break in the bond between the sealer and the mortar blocks over
1/4 in.deep for any specimen after completion of the test.
7 B. Equipment
8 1. Provide all necessary equipment and keep equipment in a satisfactory working
9 condition.
10 2. The minimum requirements for construction equipment shall be as follows:
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
321273-4
ASPHALT PAVING CRACK SEALANTS
Page 4 of 5
1 a. Double-boiler/agitator-type kettle. Used to heat and install the hot-applied crack
2 sealant.
3 b. Hose. Transfer the sealant from the kettle to the crack by means of a direct-
4 connected pressure-type extruding device (hose)with a nozzle that will insert in
5 the crack.
6 1) The equipment should allow recirculation into the inner kettle when sealing
7 is not performed.
8 c. Thermometers. Thermometers should be positioned on the equipment to ensure
9 application temperatures are being 1net.
10 d. Handtools. Due to the nature of cracks, handtools are required to insert the
11 sealant material in cracks that are deeper than 3/4 inch.
12 1) These tools should not twist, cut, or damage the sealant material.
13 e. Air compressor. Consists of an air compressor, hoses,and a venturi-type
14 nozzle with an opening not exceed 1/4 inch.
15 1) The air compressor should be equipped with traps that will keep the
16 compressed air free of oil and moisture.
17 2.3 ACCESSORIES [NOT USED]
18 2.4 SOURCE QUALITY CONTROL [NOT USED]
19 PART 3 - EXECUTION
20 3.1 INSTALLERS [NOT USED]
21 3.2 EXAMINATION [NOT USED]
22 3.3 PREPARATION
23 A. Surface Preparation
24 1. Singular cracks will be thoroughly cleaned of all debris and foreign material with
25 an industrial air compressor.
26 2. The pavement shall be free of moisture.
27 3.4 INSTALLATION
28 A. Exercise caution to prevent additional damage to the pavement surface.
29 B. Crack Sealant
30 1. The crack should be sealed from the bottom to the top to minimize bubbling due to
31 entrapped air.
32 2. The sealant should be recessed approximately 1/8 to 1/4 inch below the pavement
33 surface to prevent tracking.
34 3. A squeegee may be used to remove excess sealant from the pavement surface when
35 a crack is overfilled.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July I,2011
32 1273-5
ASPHALT PAVING CRACK SEALANTS
Page 5 of 5
1 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 311 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
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
321320-1
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 1 of 5
1 SECTION 32 13 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 City of Fort Worth Standards
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 02 41 13 - Selective Site Demolition
16 4. Section 32 13 13 -Concrete Paving
17 5. Section 32 13 73 - Concrete Paving Joint Sealants
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Measurement
21 a. Concrete sidewalk: measure by the square foot of completed and accepted
22 sidewalk in its final position by thickness and type.
23 b. Driveway: measure by the square foot of completed and accepted driveway in
24 its final position by thickness and type.
25 1) From back of projected curb, including the area of the curb radii and extend
26 to the limits specified in plans.
27 2) Sidewalk portion of drive included in driveway measurement
28 3) Curb on driveways included in driveway measurement.
29 c. Barrier free ramps: measure by each unit of completed and accepted barrier
30 free ramp per type by width of connecting sidewalk including:
31 1) curb ramp
32 2) landing and detectable warning surface as shown on the plans.
33 3) adjacent flares or side curb
34 2. Payment: contract unit price bid for the work performed and all materials furnished.
35 Subsidiary work and materials include:
36 a. excavating and preparing the subgrade
37 b. furnishing and placing all materials
38 c. manipulation, labor,tools, equipment and incidentals necessary to complete the
39 work.
40 1.3 REFERENCES
41 A. Abbreviations and Acronyms
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 13 20-2
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 2 of 5
1 1. TAS—Texas Accessibility Standards
2 2. TDLR—Texas Department of Licensing and Regulation
3 B. Reference Standards
4 1. American Society for Testing and Materials (ASTM)
5 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete
6 Construction (Non-extruding and Resilient Types)
7 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using
8 Standard Effort(12,400 ft-lbf/ft3)
9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS [NOT USED]
11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
12 A. Mix Design: submit for approval. Section 32 13 13.
13 B. Product Data: submit product data and sample for pre-cast detectable warning for
14 barrier free ramp.
15 1.7 CLOSEOUT SUBMITTALS
16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
17 1.9 QUALITY ASSURANCE [NOT USED]
18 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED]
19 1.11 FIELD CONDITIONS
20 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13,
21 1.12 WARRANTY [NOT USED]
22 PART 2 - PRODUCTS
23 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
24 2.2 EQUIPMENT AND MATERIALS
25 A. Forms: wood or metal straight, free from warp and of a depth equal to the thickness of
26 the finished work.
27 B. Concrete: see Section 32 13 13.
28 1. Unless otherwise shown on the plans or detailed specifications,the standard class
29 for concrete sidewalks, driveways and barrier free ramps are shown in the following
30 table.
31 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
32
33 C. Reinforcement: see Section 32 13 13.
CITY OF FORT WORTH - HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
321320-3
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 3 of 5
1 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be#3 deformed
2 bars at 18 inches on-center-both-ways at the center plane of all slabs.
3 D. Joint Filler.
4 1. Wood Filler: see Section 32 13 13.
5 2. Pre-Molded Asphalt Board Filler:
6 a. Use only in areas where not practical for wood boards.
7 b. Pre-molded asphalt board filler: ASTM D545.
8 c. Install the required size and uniform thickness and as specified in plans.
9 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
10 mixture of asphalt and vegetable fiber and/or mineral filler.
11 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the plans.
12 2.3 ACCESSORIES [NOT USED]
13 2.4 SOURCE QUALITY CONTROL [NOT USED]
14 PART 3 - EXECUTION
15 3.1 INSTALLERS [NOT USED]
16 3.2 EXAMINATION [NOT USED]
17 3.3 PREPARATION
18 A. Surface Preparation
19 1. Excavation: Excavation required for the construction of sidewalks, driveways and
20 barrier free ramps shall be to the lines and grades as shown on the plans or as
21 established by the City.
22 2. Fine Grading
23 a. The CONTRACTOR shall do all necessary filling, leveling and fine grading
24 required to bring the subgrade to the exact grades specified and compacted to at
25 least 90 percent of maximum density as determined by ASTM D698.
26 b. Moisture content shall be within minus 2 to plus 4 of optimum.
27 c. Any over-excavation shall be repaired to the satisfaction of the City.
28 B. Demolition/Removal
29 1. Sidewalk, Driveway and/or Barrier Free Ramp Removal: see Section 02 41 13.
30 3.4 INSTALLATION
31 A. General
32 1. Concrete sidewalks shall have a minimum thickness of 4 inches.
33 2. Sidewalks constructed in driveway approach sections shall have a minimum
34 thickness equal to that of driveway approach or as called for by plans and
35 specifications within the limits of the driveway approach.
36 3. Driveways shall have a minimum thickness of 6 inches. Standard cross-slopes for
37 walks shall be 2 percent max in accordance with current TAS/TDLR guidelines.
38 The construction of the driveway approach shall include the variable height radius
39 curb in accordance with the plans and details.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
321320-4
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 4 of 5
1 4. All pedestrian facilities shall comply with provisions of TAS including location,
2 slope,width, shapes,texture and coloring. Pedestrian facilities installed by the
3 CONTRACTOR and not meeting TAS must be removed and replaced to meet TAS
4 (no separate pay).
5 B. Forms: Forms shall be securely staked to line and grade and maintained in a true
6 position during the depositing of concrete.
7 C. Reinforcement: see Section 32 13 13.
8 D. Concrete Placement: see Section 32 13 13.
9 E. Finishing
10 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true,
11 even surface.
12 2. Trowel and then brush transversely to obtain a smooth uniform brush finish.
13 3. Provide exposed aggregate finish if specified.
14 4. Edge joints and sides shall with suitable tools.
15 F. Joints
16 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed
17 using redwood.
18 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50
19 foot intervals for 5 foot wide and greater sidewalk.
20 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete
21 driveways, curbs, formations, other sidewalks and other adjacent old concrete work.
22 Similar material shall be placed around all obstructions protruding into or through
23 sidewalks or driveways.
24 4. All expansion joints shall be 1/2 inch in thickness.
25 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall
26 be finished to approximately a 1/2 inch radius with a suitable finishing tool.
27 6. Sidewalks shall be marked at intervals equal to the width of the walk with a
28 marking tool.
29 7. When sidewalk is against the curb, expansion joints shall match those in the curb.
30 G. Barrier Free Ramp
31 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile,
32 manufactured by StrongGo Industries or approved equal by the City.
33 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction
34 of pedestrian travel, and extend to a minimum of 48-inch along the curb ramp or
35 landing where the pedestrian access route enters the street.
36 3. Locate detectable warning surface so that the edge nearest the curb line is a
37 minimum of 6-inch and maximum of 8-inch from the extension of the face of the
38 curb.
39 4. Detectable warning Dome-Tile surface may be curved along the corner radius.
40 5. Install detectable warning surface according to manufacturer's instructions.
r CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
321320-5
CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS
Page 5 of 5
1 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
10 3.14 ATTACHMENTS [NOT USED]
11 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 16 13-1
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. Standard Detail
10 1. Typical Street Construction Details
11 C. Deviations from City of Fort Worth Standards
12 1. None
13 D. 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 02 41 13 - Selective Site Demolition
17 4. Section 32 13 13 - Concrete Paving
18 5. Section 32 13 73 - Concrete Paving Joint Sealants
19 1.2 PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Measurement
R 22 a. Concrete Curb and Gutter: measure by the linear foot of the height specified
23 complete and in place.
24 b. Concrete Valley Gutter: measure by the square yard per thickness complete and
25 in place.
26 2. Payment: contract unit price bid for the work performed and all materials furnished.
27 a. Subsidiary work and materials include:
28 1) preparing the subgrade
29 2) furnishing and placing all materials, including foundation course,
30 reinforcing steel, and expansion material
31 3) all manipulation, labor,tools, equipment, and incidentals necessary to
32 complete the work.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 16 13-2
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 2 of 5
1 1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 ACTION SUBMITTALS [NOT USED]
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 CONDITIONS
10 A. Weather Conditions: see Section 32 13 13,
11 1.12 WARRANTY [NOT USED]
12 PART 2 - PRODUCTS
13 2.1 OWNER FURNISHED PRODUCTS [NOT USED]
14 2.2 EQUIPMENT AND MATERIALS
15 A. Forms: see Section 32 13 13.
16 B. Concrete: see Section 32 13 13.
17 C. Reinforcement: see Section 32 13 13.
18 D. Joint Filler.
19 1. Wood Filler: see Section 32 13 13.
20 2. Pre-Molded Asphalt Board Filler:
21 a. Use only in areas where not practical for wood boards.
22 b. Pre-molded asphalt board filler: ASTM D545.
23 c. Install the required size and uniform thickness and as specified in plans.
24 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic
25 mixture of asphalt and vegetable fiber and/or mineral filler.
26 E. Expansion Joint Sealant: see Section 32 13 73.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 16 13-3
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 plans.
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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 16 13-4
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 '/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 SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
32 16 13-5
CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS
Page 5 of 5
Revision Log
DATE NAME SUMMARY OF CHANGE
2
CITY OF FORT WORTH
HMAeSURFACF OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
3291 19-1
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 1 of 3
1 SECTION 32 91 19
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 plans.
7 B. Deviations from City of Fort Worth Standards
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 I - General Requirements.
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment
15 1. Measurement:
16 a. Topsoil: measure by the cubic yard in place.
17 2. Payment:
18 a. Contract unit price and total compensation for loading, hauling, placing and
19 furnishing all labor equipment,tools, supplies, and incidentals as necessary to
20 complete work.
21 b. All excavation required by this item in cut sections shall be measured in
22 accordance with provisions for the various excavation items involved with the
23 provision that excavation will be measured and paid for once, regardless of the
24 manipulations involved.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
3291 19-2
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 2 of 3
1 1.3 REFERENCES [NOT USED]
2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
3 1.5 ACTION SUBMITTALS
4 1.6 ACTION SUBMITTALS/INFORMATIONAL 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
12 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
13 2.2 MATERIALS
14 A. Topsoil
15 1. Use easily cultivated, fertile topsoil that:
16 a. is free from objectionable material including subsoil,weeds, clay lumps, non-
17 soil materials, roots, stumps or stones larger than 1.5 inches
18 b. has a high resistance to erosion, and
19 c. is able to support plant growth.
20 2. Secure topsoil from approved sources.
21 3. Topsoil is subject to testing by the City.
22 4, pH: 5.5 to 8.5.
23 5. Liquid Limit: 50 or less.
24 6. Plasticity Index: 20 or less.
25 7. Gradation: maximum of 10 percent passing No. 200 sieve.
26 B. Water: Clean and free of industrial wastes and other substances harmful to the growth
27 of vegetation.
28 2.3 ACCESSORIES [NOT USED]
29 2.4 SOURCE QUALITY CONTROL [NOT USED]
30 PART 3 - EXECUTION
31 3.1 INSTALLERS [NOT USED]
32 3.2 EXAMINATION [NOT USED]
33 3.3 PREPARATION [NOT USED]
34 3.4 INSTALLATION
35 A. Finishing of Parkways.
36 1. Smoothly shape parkways, shoulders, slopes, and ditches.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July I,2011
3291 19-3
TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS
Page 3 of 3
1 2. Cut parkways to finish grade prior to the placing of any improvements in or
2 adjacent to the roadway.
3 3. In the event that unsuitable material for parkways is encountered, extend the depth
4 of excavation in the parkways six inches and backfill with top soil.
5 4. Make standard parkway grade perpendicular to and draining to the curb line.
6 a. Minimum: 1/4 inch per foot.
7 b. Maximum: 4:1.
8 c. City may approve variations from these requirements in special cases.
9 5. Whenever the adjacent property is lower than the design curb grade and runoff
10 drains away from the street, the parkway grade must be set level with the top of the
11 curb.
12 6. The design grade from the parkway extends to the back of the walk line.
13 7. From that point(behind the walk), the grade may slope up or down at maximum
14 slope of 4:1.
15 B. Placing of Topsoil
16 1. Spread the topsoil to a uniform loose cover at the thickness specified.
17 2. Place and shape the topsoil as directed.
18 3. Hand rake finish a minimum of 5 feet from all flatwork
19 4. Tamp the topsoil with a light roller or other suitable equipment.
20 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
21 3.6 RE-INSTALLATION [NOT USED]
22 3.7 FIELD QUALITY CONTROL [NOT USED]
23 3.8 SYSTEM STARTUP [NOT USED]
24 3.9 ADJUSTING [NOT USED]
25 3.10 CLEANING [NOT USED]
26 3.11 CLOSEOUT ACTIVITIES [NOT USED]
27 3.12 PROTECTION [NOT USED]
28 3.13 MAINTENANCE [NOT USED]
29 3.14 ATTACHMENTS [NOT USED]
30 END OF SECTION
31
Revision Log
DATE NAME SUMMARY OF CHANGE
32
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
329213- I
HYDROMULCHING,SEEDING AND SODDING
Page I of 7
1 SECTION 32 92 13
2 HYDROMULCHING, SEEDING AND SODDING
3 PARTI - GENERAL
4 1.1 SUMMARY
5 A. Section Includes
6 1. Furnishing and installing grass sod and permanent seeding as shown on plans, or as
7 directed.
8 B. Deviations from City of Fort Worth Standards
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. Block Sod Placement: measure by the square yard.
18 b. Seeding: measure by the square yard by the installation method.
19 c. Mowing: measure by each.
20 2. Payment
21 a. Block Sod Placement: contract unit price and total compensation for furnishing
22 and placing all sod,rolling and tamping,watering(until established),disposal
23 of all surplus materials, and material, labor, equipment,tools and incidentals
24 necessary to complete the work.
25 b. Seeding: contract unit price and total compensation for furnishing all materials
26 including water for seed-fertilizer, slurry and hydraulic mulching,water and
27 mowing(until established), fertilizer, and material, labor, equipment,tools and
28 incidentals necessary to complete the work.
29 c. Mowing: contract unit price and total compensation for material, labor,
30 equipment,tools and incidentals necessary to complete the work.
31 1.3 REFERENCES [NOT USED]
32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
33 1.5 ACTION SUBMITTALS [NOT USED]
34 1.6 INFORMATIONAL SUBMITTALS
35 A. Seed
36 1. Vendors' certification that seeds meet Texas State seed law including:
37 a. Testing and labeling for pure live seed(PLS).
38 b. Name and type of seed.
39 2. All seed shall be tested in a laboratory with certified results presented to the City in
40 writing, prior to planting.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
329213-2
HYDROMULCHING,SEEDING AND SODDING
Page 2 of 7
1 3. All seed to be of the previous season's crop and the date on the container shall be
2 within twelve months of the seeding date.
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
7 A. Block Sod
8 1. Protect from exposure to wind, sun and freezing.
9 2. Keep stacked sod moist.
10 B. Seed
11 1. If using native grass or wildflower seed, seed must have been harvested within one
12 hundred (100)miles of the construction site.
13 2. Each species of seed shall be supplied in a separate, labeled container for
14 acceptance by the City.
15 C. Fertilizer
16 1. Provide fertilizer labeled with the analysis,
17 2. Conform to Texas fertilizer law.
18 1.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT USED]
20 PART 2- PRODUCTS [NOT USED]
21 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
22 2.2 MATERIALS AND EQUIPMENT
23 A. Materials
24 1. Block Sod
25 a. Sod Varieties (match existing if applicable)
26 1) • "Stenotaphrum secundatum" (St. Augustine grass),
27 2). "Cynodon dactylon" (Common Bermudagrass),
28 3) "Buchloe dactyloides" (Buffalograss),
29 4), an approved hybrid of Common Bermudagrass,
30 5), or an approved Zoysiagrass.
31 b. Sod must contain stolons, leaf blades, rhizomes and roots.
32 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable
33 foreign materials and weeds and grasses deleterious to its growth or which
34 might affect its subsistence or hardiness when transplanted,
35 d. Minimum sod thickness: 3/4 inch
36 e. Maximum grass height: 2 inches
37 f. Acceptable growing beds:
38 1) St. Augustine grass sod: clay or clay loam topsoil.
39 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils,
40 g. , Dimensions,
41 : 1) Machine cut to uniform soil thickness.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
329213-3
HYDROMULCHING,SEEDING AND SODDING
Page 3 of 7
1 2) Sod shall be of equal width and of a size that permits the sod to be lifted,
2 handled and rolled without breaking.
3 h. Broken or torn sod or sod with uneven ends shall be rejected.
4 2. Seed
5 a. General
6 1) -Plant all seed at rates based on pure live seed (PLS)
7 a) Pure Live Seed (PLS) determined using the formula:
8 (1) Percent Pure Live Seed=Percent Purity x[(Percent Germination+
9 Percent Firm or Hard Seed)+ 100]
10 2) Availability of Seed
11 a) Substitution of individual seed types due to lack of availability may be
12 permitted by the City at the time of planting.
13 b) Notify the City prior to bidding of difficulties locating certain species.
14 3) Weed seed
15 a) not exceed ten percent by weight of the total of pure live seed (PLS)
16 and other material in the mixture.
17 b) Seed not allowed:
18 (1) Johnsongrass
19 (2) nutgrass seed
20 4) Hai-vest seed within 1-year prior to planting
21 b. Non-native Grass Seed
22 1) Plant between April 15 and September 10
23
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
24
25 2) Plant between September 10 and April 15
26
Lbs. Common Name Botanical Name Purity Germination
PLS/Acre (percent) (percent)
220 Rye Grass lolium multorum 85 90
75 Bermuda(unhulled) cynodon dactylon 95 90
27
28 c. Native Grass Seed
29 1) Plant between February 1 and October 1.
30
Lbs. PLS/Acre Common Name Botanical Name
1.6 Green Sprangletop Leptochloa dubia
5,5 Sideoats Grama* Bouteloua curtipendula
3.7 Little Bluestein* Schizachyrium scoparium
17.0 Buffalograss Buchloe dactyloides
1.8 Indian Grass* Sorghastrum nutans
0.5 Sand Lovegrass* Eragrostis trichodes
6.0 Big Bluestein Andropogon gerardii
8.0 Eastern Grama Tripscacum dactyloides
1.2 Blue Grama Bouteloua gracilis
1.8 Switchgrass Panicum virgatuin
10.0 Prairie Wildrye* Elymus canadensis
31
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
3292 I3-4
HYDROMULCHING,SEEDING AND SODDING
Page 4 of 7
1 d. Wildflower Seed
2 1) Plant between the following:
3 a) March 5 and May 31
4 b) September 1 and December 1
5
Lbs. PLS/Acre Common Name Botanical Name
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 Engelmannia pinnatifida
2.0 Obedient Plant Physostegia intermedia
3.0 Pitcher Sage Salvia azurea
2.0 Plains Coreopsis Coreopsis tinctoria
8.0 Scarlet Sage Salvia coccinea
6 *not to be planted within ten feet of a road or parking lot or within three feet of a
7 walkway
8
9 e. Temporary Erosion Control Seed
10 1) Consist of the sowing of cool season plant seeds.
11 3. Mulch
12 a. For use with conventional mechanical or hydraulic planting of seed.
13 b. Wood cellulose fiber produced from virgin wood or recycled paper-by-products
14 (waste products from paper mills or recycled newspaper).
15 c. No growth or germination inhibiting factors.
16 d. No more than ten percent moisture, air dry weight basis.
17 e. Additives: binder in powder form.
18 f. Form a strong moisture retaining mat.
19 4. Fertilizer
20 a. acceptable condition for distribution
21 b. applied uniformly over the planted area.
22 c. Analysis
23 1) 16-20-0
24 2) 16-8-8
25 d. Fertilizer rate:
26 1) Not required for wildflower seeding.
27 2) Newly established seeding areas- 100 pounds of nitrogen per acre.
28 3) Established seeding areas - 150 pounds of nitrogen per acre.
29 5. Topsoil: See Section 32 91 19.
30 6. Water: clean and free of industrial wastes or other substances harmful to the
31 germination of the seed or to the growth of the vegetation.
32 7. Soil Retention Blanket
33 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624,
34 Arlington, Texas 76001, 1-800-777-SOIL or approved equal.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
329213-5
HYDROMULCHING,SEEDING AND SODDING
Page 5 of 7
1
2 2.3 ACCESSORIES [NOT USED]
3 2.4 SOURCE QUALITY CONTROL [NOT USED]
4 PART 3 - EXECUTION [NOT USED]
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION
8 A. Surface Preparation: clear surface of all material including:
9 1. Stumps, stones, and other objects larger than one inch.
10 2. Roots, blush, wire,stakes, etc.
I 1 3, Any objects that may interfere with seeding or maintenance.
12 B. Tilling
13 1. Compacted areas: till one inch deep.
14 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less
15 seed/water run-off.
16 3. Areas near trees: Do not till deeper than one half inch inside "drip line" of trees,
17 3.4 INSTALLATION
18 A. Block Sodding
19 1. General:
20 a. Place sod between curb and walk and on terraces that is the same type grass as
21 adjacent grass or existing lawn.
22 b. Plant between the average last freeze date in the spring and 6 weeks prior to the
23 average first freeze in the fall.
24 2. Installation
25 a, Plant sod specified after the area has been completed to the lines and grades
26 shown on the plans with 6 inches of topsoil.
27 b. Use care to retain native soil on the roots of the sod during the process of
28 excavating,hauling and planting.
29 c. Keep sod material moist from the time it is dug until planted.
30 d. Place sod so that the entire area designated for sodding is covered.
31 e, Fill voids left in the solid sodding with additional sod and tamp.
32 f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform
33 slope.
34 g, Peg sod with wooden pegs (or wire staple) driven through the sod block to the
35 firm earth in areas that may slide due to the height or slope of the surface or
36 nature of the soil
37 3. Watering and Finishing
38 a. Furnish water as an ancillary cost to CONTRACTOR by means of temporary
39 metering/irrigation, water truck or by any other method necessary to achieve
40 an acceptable stand of turf as defined in 3,13.13.
41 b. Thoroughly water sod immediately after planted.
42 a Water until established.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
329213-6
HYDROMULCHING,SEEDING AND SODDING
Page 6 of 7
1 d. Generally, an amount of water that is equal to the average amount of rainfall
2 plus one half inch per week should be applied until accepted. If applicable,
3 plant large areas by irrigation zones to ensure areas are watered as soon as they
4 are planted.
5 B. Seeding
6 1. General
7 a. Seed only those areas indicated on the plans and areas disturbed by
8 construction.
9 b. Mark each area to be seeded in the field prior to seeding for City approval.
10 2. Broadcast Seeding
11 a. Broadcast seed in two directions at right angles to each other.
12 b. Harrow or rake lightly to cover seed.
13 c. Never cover seed with more soil than twice its diameter.
14 d. For wildflower plantings:
15 1) scalp existing grasses to one inch.
16 2) remove grass clippings, so seed can make contact with the soil.
17 3. Mechanically Seeding(Drilling):
18 a. Uniformly distribute seed over the areas shown on the plans or as directed.
19 b. All varieties of seed and fertilizer may be distributed at the same time provided
20 that each component is uniformly applied at the specified rate.
21 c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type
22 drill,
23 d. Drill on the contour of slopes
24 e. After planting roll with a roller integral to the seed drill, or a corrugated roller
25 of the "Cultipacker" type.
26 f. Roll slope areas on the contour.
27 4. Hydromulching
28 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that:
29 1) Mixture is uniformly suspended to form a homogenous slurry.
30 2) Mixture forms a blotter-like ground cover impregnated uniformly with
31 grass seed.
32 3) Mixture is applied within thirty(30) minutes after placed in the equipment.
33 b. Placing
34 1) Uniformly distribute in the quantity specified over the areas shown on the
35 plans or as directed.
36 5. Fertilizing: uniformly apply fertilizer over seeded area.
37 6. Watering
38 a. Furnish water by means of temporary metering/irrigation, water truck or by
39 any other method necessary to achieve an acceptable stand of turf as defined in
40 3.13.13.
41 b. Water soil to a minimum depth of 4 inches within forty eight hours of seeding.
42 c. Water as direct by the City at least twice daily for 14 days after seeding in such
43 a manner as to prevent washing of the slopes or dislodgement of the seed.
44 d. Water until final acceptance.
45 e. Generally, an amount of water that is equal to the average amount of rainfall
46 plus one half inch per week should be applied until accepted.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
3292 13-7
HYDROMULCHING,SEEDING AND SODDING
Page 7 of 7
1 3.5 [REPAIR]/ [RESTORATION] [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.7 FIELD QUALITY CONTROL [NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED]
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE
10 A. Block Sodding
11 1. Water and mow sod until completion and final acceptance of the Project or as
12 directed by the City.
13 2. Sod shall not be considered finally accepted until the sod has started to peg down
14 (roots growing into the soil) and is free from dead blocks of sod.
15 B. Seeding
16 1. Water and mow sod until completion and final acceptance of the Project or as
17 directed by the City.
18 2. Maintain the seeded area until each of the following is achieved:
19 a. Vegetation is evenly distributed.
20 b. Vegetation is free from bare areas.
21 3. Turf will be accepted once fully established.
22 a. Seeded area must have 100 percent growth to a height of three inches with one
23 mow cycle performed by the CONTRACTOR prior to consideration of
24 acceptance by the City.
25 C. Rejection
26 1. City may reject block sod or seeded area on the basis of weed populations.
27 3.14 ATTACHMENTS [NOT USED]
28 END OF SECTION
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
33 05 14-1
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 1 of 6
1 SECTION 33 05 14
2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
3 GRADE
4 PARTI - GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
8 stations and other miscellaneous structures to a new grade
9 B. Deviations from this City of Fort Worth Standard Specification
10 1. 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 33 05 10—Utility Trench Excavation, Embedment and Backfill
16 4. Section 33 05 13 —Frame, Cover and Grade Rings
17 5. Section 33 39 10—Cast-in-Place Concrete Manholes
18 6. Section 33 39 20—Precast Concrete Manholes
19 7. Section 33 12 20—Resilient Seated Gate Valve
20 8. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve
21 9. Section 33 04 11 —Corrosion Control Test Station
22 10. Section 33 04 12—Magnesium Anode Cathodic Protection
23 1.2 PRICE AND PAYMENT PROCEDURES
24 A. Measurement and Payment
25 1. Manhole—Minor Adjustment
26 a. Measurement
27 1) Measurement for this Item shall be per each adjustment using only grade
28 rings or other minor adjustment devices to a grade specified on the
29 Drawings.
30 b. Payment
31 1) The work performed and the materials furnished in accordance with this
32 Item will be paid for at the unit price bid per each"Manhole Adjustment,
33 Minor"completed.
34 c. The price bid shall include:
35 1) Pavement removal
36 2) Excavation
37 3) Hauling
38 4) Disposal of excess material
39 5) Grade rings or other adjustment device
40 6) Furnishing, placing and compaction of embedment and backfill
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
3305 14-2
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 2 of 6
1 7) Clean-up
2 2. Manhole-Major Adjustment
3 a. Measurement
4 1) Measurement for this Item shall be per each adjustment requiring structural
5 modifications to manhole to a grade specified on the Drawings.
6 b. Payment
7 1) The work performed and the materials furnished in accordance with this
8 Item will be paid for at the unit price bid per each"Manhole Adjustment,
9 Major"completed.
10 c. The price bid shall include:
11 1) Pavement removal
12 2) Excavation
13 3) Hauling
14 4) Disposal of excess material
15 5) Structural modifications, grade rings or other adjustment device
16 6) Furnishing, placing and compaction of embedment and backfill
17 7) Clean-up
18 3. Inlet
19 a. Measurement
20 1) Measurement for this Item shall be per each adjustment requiring structural
21 modifications to inlet to a grade specified on the Drawings.
22 b. Payment
23 1) The work performed and the materials furnished in accordance with this
24 Item will be paid for at the unit price bid per each"Inlet Adjustment"
25 completed.
26 c. The price bid shall include:
27 1) Pavement removal
28 2) Excavation
29 3) Hauling
30 4) Disposal of excess material
31 5) Structural modifications
32 6) Furnishing,placing and compaction of embedment and backfill
33 7) Clean-up
34 4. Valve Box
35 a. Measurement
36 1) Measurement for this Item shall be per each adjustment to a grade specified
37 on the Drawings.
38 b. Payment
39 1) The work performed and the materials furnished in accordance with this
40 Item will be paid for at the unit price bid per each"Valve Box Adjustment'
41 completed.
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) Adjustment device
48 6) Furnishing, placing and compaction of embedment and backfill
49 7) Clean-up
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
3305 14-3
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 3 of 6
1 5. Cathodic Protection Test Station
2 a. Measurement
3 1) Measurement for this Item shall be per each adjustment to a grade specified
4 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"Cathodic Protection
8 Test Station Adjustment"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) Adjustment device
15 6) Furnishing, placing and compaction of embedment and backfill
16 7) Clean-up
17 6. Fire Hydrant
18 a. Measurement
19 1) Measurement for this Item shall be per each adjustment requiring stem
20 extensions to meet a grade specified by the Drawings.
21 b. Payment
22 1) The work performed and the materials furnished in accordance with this
23 Item will be paid for at the unit price bid per each"Fire Hydrant Stem
24 Extension"completed.
25 c. The price bid shall include:
26 1) Pavement removal
27 2) Excavation
28 3) Hauling
29 4) Disposal of excess material
30 5) Adjustment materials
31 6) Furnishing, placing and compaction of embedment and backfill
32 7) Clean-up
33 7. Miscellaneous Structure
34 a. Measurement
35 1) Measurement for this Item shall be per each adjustment requiring structural
36 modifications to said structure to a grade specified on the Drawings.
37 b. Payment
38 1) The work performed and the materials furnished in accordance with this
39 Item will be paid for at the unit price bid per each"Miscellaneous Structure
40 Adjustment"completed.
41 c. The price bid shall include:
42 1) Pavement removal
43 2) Excavation
44 3) Hauling
45 4) Disposal of excess material
46 5) Structural modifications
47 6) Furnishing, placing and compaction of embedment and backfill
48 d. Clean-up
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
3305 14-4
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 4 of 6
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. Texas Commission on Environmental Quality(TCEQ):
7 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55—Manholes and
8 Related Structures.
9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
10 1.5 SUBMITTALS [NOT USED]
11 1.6 ACTION SUBMITTALS/INFORMATIONAL 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-SUPPLIED PRODUCTS [NOT USED]
20 2.2 MATERIALS
21 A. Cast-in-Place Concrete
22 1. See Section 03 30 00.
23 B. Modifications to Existing Concrete Structures
24 1. See Section 03 80 00,
25 C. Grade Rings
26 1. See Section 33 05 13.
27 D. Frame and Cover
28 1. See Section 33 05 13.
29 E. Backfill material
30 1. See Section 33 05 10.
31 F. Water valve box extension
32 1. See Section 33 12 20.
33 G. Corrosion Protection Test Station
34 1. See Section 33 04 11.
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
3305 14-5
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 5 of 6
1 H. Cast-in-Place Concrete Manholes
2 1. See Section 33 39 10.
3 I. Precast Concrete Manholes
4 1. See Section 33 39 20.
5 2.3 ACCESSORIES [NOT USED]
6 2.4 SOURCE QUALITY CONTROL [NOT USED]
7 PART 3- EXECUTION
8 3.1 INSTALLERS [NOT USED]
9 3.2 EXAMINATION
10 A. Verification of Conditions
11 1. Examine existing structure to be adjusted, for damage or defects that may affect
12 grade adjustment.
13 a. Report issue to City for consideration before beginning adjustment.
14 3.3 PREPARATION
15 A. Grade Verification
16 1. On major adjustments confirm any grade change noted on Drawings is consistent
17 with field measurements.
18 a. If not, coordinate with City to verify final grade before beginning adjustment.
19 3.4 ADJUSTMENT
20 A. Manholes, Inlets, and Miscellaneous Structures
21 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with
22 30-inch frame and cover assembly per TCEQ requirement.
23 2. On manhole major adjustments, inlets and miscellaneous structures protect the
24 bottom using wood forms shaped to fit so that no debris blocks the invert or the
25 inlet or outlet piping in during adjustments.
26 a. Do not use any more than a 2-piece bottom.
27 3. Do not extend chimney portion of the manhole beyond 24 inches.
28 4. Use the least number of grade rings necessary to meet required grade.
29 a. For example, if a 1-foot adjustment is required,use 2 6-inch rings, not 6 2-inch
30 rings.
31 B. Valve Boxes
32 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
33 the Drawings.
34 C. Backfill and Grading
35 1. Backfill area of excavation surrounding each adjustment in accordance to Section
36 33 05 10,
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
33 05 14-6
ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE
Page 6 of 6
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
13
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
APPENDIX
GC-4,01 Availability of Lands: N/A
GC-4.02 Subsurface and Physical Conditions: Included
GC-4.04 Underground Facilities: N/A
GC-4.06 Hazardous Environmental Condition at Site: N/A
GC-6,06,1)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: "None"
GR-01 60 00 Product Requirements: N/A
SP-01 Special Provisions: Included
CITY OF FORT WORTH HMAC SURFACE OVERLAY(2012-4)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01893
Revised July 1,2011
HEAVY& HIGHWAY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator $10.06
Asphalt Distributor Operator $13.99
Asphalt Paving Machine Operator $12.78
Asphalt Raker $11,01
Asphalt Shoveler $ 8,80
Batching Plant Weigher $14.15
Broom or Sweeper Operator $ 9,88
Bulldozer Operator $13.22
Carpenter $12.80
Concrete Finisher,Paving $12.85
Concrete Finisher,Structures $13.27
Concrete Paving Curbing Machine Operator $12,00
Concrete Paying Finishing Machine Operator $13.63
Concrete Paving Joint Sealer Operator $12,50
Concrete paving Saw Operator $13.56
Concrete Paving Spreader Operator $14.50
Concrete Rubber $10.61
Crane, Clamshell,Backhoe Derrick,Dra line,Shovel Operator $14.12
Electrician $18.12
Fla er $ 8.43
Form Builder/Setter,Structures ^$11,63
Form Setter,Paving&Curb $11,83
Foundation Drill Operator,Crawler Mounted $13.67
Foundation Drill Operator,Truck Mounted $16,30
Front End Loader Operator _ _$12,62
Laborer,Common $ 9.18
Laborer,Utility $10.65
Mechanic $16.97
Milling Machine Operator,Fine Grade $11.83
Mixer Operator $11.58
Motor Grader Operator,Fine Grade $15.20
Motor Grader Operator,Rough $14.50
Oiler $14,98
Painter,Structures $13,17
Pavement Markin Machine Operator $10.04
Pi ela er $11.04
Reinforcing Steel Setter,Paving $14,86
Reinforcing Steel Setter,Structure $16,29
Roller Operator,Pneumatic,Self-Propelled $11.07
Roller Operator, Steel Wheel,Flat Wheel/Tamping Wheel/Tamping $10.92
Roller Operator,Steel Wheel,Plant Mix Pavement $11.28
Scraper Operator $11.42
Servicer $12.32
Slip Form Machine Operator $12.33
Spreader Box Operator $10.92
Tractor Operator,Crawler Type $12.60
Tractor Operator,Pneumatic $12.91
Traveling Mixer O erator $12.03
Truck Driver,Lowboy-Moat ^ $14.93
Truck Driver,Single Axle,Heavy _ $11,47
Truck Driver,Single Axle,Light $10.91
Truck Driver,Tandem Axle,Semi-Trailer $1 1.75
Truck Driver,Transit-Mix $12A8
Wagon Drill Boring Machine, Post Hole Driller Operator- $14.00
Welder $13.57
Work Zone Barricade Servicer $10.09
2008 PREVAILING WAGE RATES
CONSTRUCTION INDUSTRY
Hrly Rate Classification Hrly Rate
Classification
AC Mechanic $21.69 Plumber $20.43
AC Mechanic Helper $12.00 Plumber Helper $14.90
Acoustical Ceiling Mechanic $15.24 Reinforcing Steel Setter $10.00
Bricklayer/Stone Mason $19.12 Roofer _ $14,00
Bricklayer/Stone Mason Helper $10,10 Roofer Helper $10.00
Carpenter $16.23 Sheet Metal Worker $16.96
Carpenter Helper $11.91 Sheet Metal Worker Helper $12.31
Concrete Finisher $13.49 Sprinkler System Installer $18.00
Concrete Form Builder $13.12 Sprinkler S stem Installer Helper $9,00
' Drywall Mechanic $14.62 Steel Worker Structural $17,43
Drywall Helper $10.91 Concrete Pump $20.50
Crane,Clamsheel, Backhoe,Derrick, Mine
Drywall Taper $13.00 Shovel $17.76
D ail Taper Helper $9,00 Forklift $12.63
Electrician(Journeyman) $20.20 Front End Loader $10,50
Electrician Helper $14,43 Truck Driver $14.91
Electronic Technician $19.86 Welder $16.06
Electronic Technician Helper $12.00 Welder Helper $9.75
Floor Layer(Resilient) $20.00
Floor Layer Helper $13.00
Glazier $18.00
Glazier Helper $13.00
Insulator $14.78
Insulator Helper $11.25
Laborer Common $10,27
Laborer Skilled $13.18
Lather $16.10
Painter $14.83
Painter Helper $8.00
Pipefitter $18.85
Pipefitter Helper $12.83
Plasterer $17.25
Plasterer Helper $12,25
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.
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.
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.
32 16 13 — Concrete Curb and Gutters: Contractor shall backfill behind the curb within five (5)
working days from the day of completing the curb and gutter, 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.
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.
02 41 15 - Pulverization: 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 fi•om 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.
02 41 15 —Speed Cushions: Shall be completed within 10 working days from the day of completing
the asphalt overlay on any street; if the contractor fails to install the speed cushions within the 10
days, a$100 dollars liquidated damage will be assessed per each 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
HMAC SURFACE OVERLAY(2012-4)
01893
Page 2 of 2
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 23 —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 11 33 - Asphalt Paving: Within five working days from the day of completing the pavement
pulverization process, Portland Cement shall be applied to the pulverized material. Failure to
complete this work within the specified time, $100 liquidated damage will be assesses per day per
block.
HMAC SURFACE OVERLAY(2012-4)
01893
7!
PROJECT DESIGNATION SIGN
f� - 011
fPIVIS 288
11'/4
PIVIS 167
311
3#11ST ET MAINTENANCE
- 3" PROGRAM
CD
311
1'12 Contractor:
2��2„ Contractor's Name
Y2TELEPHONE NUMBER
r
161/2
I .
FORT WORTH IN LOGO-
CHELTINGHAM SOLD
ALL OTHER LETTERING IN ARIAL BOLD
LOGO COLORS:
FORT WORTH - PMS 288
LONGHORN LOGO- PMS 167
Project Name: H AC Surface Overlay
DOE Project Number:
apsco Location:
Street Maintenance Work■
No-Lo
'Kice
As part of the City of Fort Worth's Street Maintenance Program,
has been contracted to repair your street. During the maintenance work there
l be a
brief time that you may not have access to your residence or business. On the days
specified below, vehicles can not be parked on the street. Also, please turn off your
sprinkler adjacent to the street.
If you have any questions or concerns, please contact contractor
at
If we are not able to resolve your concern to your satisfaction, you may also contact
City of Fort Worth Inspector at
Friday between 7:30 a.m. and 4:30 p.m. Monday-
After 4:30 p.m. and on weekends, call (817) 392-8100.
Block Street Protect
Expected Construction Dates
Limits Sams Limits
Weather Permittin
1100 to 1200 Brown Street Yates Avenue to Keller Springs Parkway From 6-20-06 to 7-4-06
, 1
Nombre del Proyecto: HMAC Surface Overlay
Numero del Proyecto DOE:
Ublcacl6n Mapsco:
3
® 1 I I ' ll de Mantenimiento
i Como parte del Programa de Mantenimiento de las Calles de la Ciudad de Fort Worth,
a ha sido contratado -para reparar su calle. Durante este
trabajo de mantenimiento, habr6 un tiempo breve en que no tenga acceso a su hogar o
negocio. En los dias especificados abajo, vehiculos no deben estacionarse el la calle.
Tambi6n, por favor apague su sistema de regar el casped cerca de la calle.
Si tiene alguna pregunta o concierne, por favor Ilame al contratista al
Si no resuelve su concierne a su satisfacci6n, puede tambi6n Ilamar a la Oficiba de
Inspecci6n de la Ciudad de Fort Worth al , de tunes a
viernes entre las 7:30 a.m. y 4:30 p.m.
Despu6s de las 4:30 p.m. o en los fines de semana Ilame al (817) 392-8100.
Limitea Nombre Limites Fechas de Construccl6n
De Bloaues de Calls De Proyecto Permitiendo el Eatado de Tfemoo
1100 a 1200 Brown Street Yates Avenue a Keller Springs Parkway De 6-20-06 a 74-06
Water Valve Riser Cross Section vie
0
12 gage G90 galvanized steel
U
Height new asphalt overlay
3
'�— 3/8"D.O.M.Tube
Item item Material Description Tensile Tensile
Number Description Yield Ultimate
I Sleel Skirt 12 gage A.I.S.I. 1020 Steel (A-36) 33,000 P.S.1. 60,000 P.S.I.
G-90 Galvanized
2 Weld Lincoln Outersheild 71 Elite 045 75,000 P.S.1. 85.000 P.S.I.
3 3/8"wide DO M Tubs D.O. M. Tubs A.I.—S.I. 1026 AS 13 type S 72 000 P S.I. 87,000 P.S.I.
Manhole Riser
3/8" Dia. Hole
With 302 Stainless
Steel Roll Pin
Cross Section view
10 or 12 gage G90 galvanized steel
1
U
3
Height new asphalt overlay
_1 4
3/4"thick riser bar
z
Expanding Linkage
E 2 I/4" — 17/64" Diameter holes 6
5 5/8„ 3/4" O.D.
a va" 3/8" I. D.
3/8" - 16 Thread
Item Item Material Description Tensile Tensile
Number Description Yield Ultimate
I 3/8"Roll Pins 302 Stainless Steel 14,000 LB Double Shan Sum
2 Steel Skirt 12 or 10 gage A.I.S.I. 1020 Steel (A-36) 33.000 P S.I. 60,000 P.S.I.
G-90 Galvanized
3 1 Weld 65$/9-70•,4circtwil6=oe welded 75 000 P.S.I. 85 000 P.S.I.
4 3/4"wide Rica Bar Ua Rolled SW AI.S.1. 1020 A-36 33,000 P S.1. 60 000 P.S.I.
5 Rod Ends Forging AI.S.I. C-1030 Steel Heat Treated BUN 240 70,000 ted P S.I. 92.000 P S.I.
---j Zinc Pla with Dictuvrrite a Finish
6 Turnbuckle AI.S.1, 1020 BHN 149 70,000 P S.I 80,000 P S I
Zinc P1aLed(hpped in Linebacker rum inhibitor
i
COLLAR CONFIGURATION COLLAR CONFIGURATION
FOR PAVED AREA FOR UNPAVED AREA
5'-0"
MANHOLE FRAME AND
32" DIA. DUCTILE IRON :� ;:+;.::•'••;�;-,:, .: •;:.: s• •:.X.
COVER. (REFER TO .. :;; ..:•,•.; :.., .
STD.
PRODUCT LIST) '•`'. r���•, ''• ��";�=.:=�.'. •.•:, ...'.. '
4000 PSI
CONCRETE
8—#4 REBARS TYP. :r �'''w '''`` '�j :::r; ' ::- ; . 4'•
:k: ".� TM•
! �/. '4. •!a '-1�r Wit.•!.•'1::� '�•
12" 32" MIN.
MIN. 'Y4" CHAMFER (TYP.)
:�•!:' ,: ,��.- z GROUND
�30" CLEAR "-V
.:�..' OPENING `"•
2 ROWS OF RAM—NEK SEAL '`•"' CONCRETE COLLAR
2" x 8" x 30" I.D. ;' , HEIGHT VARIES
CONCRETE PRECAST w/STAGGERED JOINTS OR <::.• .
''' APPROVED EQUAL.GRADE RINGS PER ,:.;'•; .'•+
ASTM C478. '"'':•
SECTION A-A
10 REBAR SHALL BE PLACED 3" O WHERE MANHOLES ARE IN O HINGED LIDS ARE REQUIRED
MIN. FROM TOP AND BOTTOM THE STREET, INSTALL 2 OR ON ALL ELEVATED MANHOLES,
OF CONCRETE COLLAR. MORE GRADE RINGS, AS JUNCTION BOXES AND WHERE
NEEDED, BETWEEN CASTING SPECIFIED ON PLANS. (REFER
AND TOP OF PAVEMENT. TO STD. PRODUCTS LIST)
40 HINGED LIDS INSTALLED IN O LOCKS TO BE INSTALLED ON
ALL MANHOLE LIDS BELOW
E1-14, E1-20, E1-21 MATERIAL STREETS SHALL OPEN THE 100—YEAR FLOOD ELEV.
E2-14, E2-20, E2-21 CONSTRUCTION AGAINST THE FLOW OF AND WHERE SPECIFIED ON
TRAFFIC. PLANS.
® ° CITY OF FORT WORTH, TEXAS DATE: OCT. 2009
MANHOLE FRAME, COVER, GRADE
RINGS AND CONCRETE Cot 1 OR SAN-oo9
i
DUMMY JOINT IN RAMP OPTIONAL PROVIDE EXPANSION JOINT ONLY
IN 11' - 0" DRIVE WAr ONLY.. /� IF CONNECTING TO EXISTING
EXIST'NG CURB A GUTTER,IF / CONCRETE DRIVE.
ANY, MUST BE SAWED AS D,RECT- / REINFORCE 6"ORIVE N 3 BARS
EO BY THE ENGINEER, A AT 18" O.C.B.W.
R 0 W LINE :kAT
EINFORCE 4"WALK 413 BARS
- - 18"O.C.®.W. REFERENCE
il'-0"FOR ISI Gl WY. 1
18'-0"FOR 10
I + +
STANDARD SIDEWALK 10'-0"MIN. + I
r 17'-0"MIN, i b�� STANDARD
I ��r CURB&GUTTER
•� I
I
of OR MATCH AS
- DIRECTED
EXP, JOINT 20'-O" MIN.SINGLE OWY. EXP, JOINT
EXCEPT EXCEPT
SLIP.FORMED ' 27'-O"MIN.DOUBLE OWY. SLIP-FORMED
HALF LENGTH PAID AS
A ATTACHED CURB(CONC.
SIDEWALK SLOPE 1/4"PER PLAN VIEW PAVEMENT ONLY.)
FOOT TO FACE OF CURB OR AS SEE STANDARD CURB
+
DIRECTED BY ENGINEER.. PARKWAY WIDTH &GUTTER SECTION.
'4 B (SEE TABLE) IB"
4' SIDEWALK STANDARD
DRIVEWAY AND CURB LAYDO
& GUTTER PAY LIMITS CURB
• O
1 2"SAND CUSHION
OR APPROVED
SUBGRADE. SECTION A-A
�R.O*.LINE
PKWY WIDTH 1 A, B DWY PAY LIMIT STABILIZED
I Q' 1, 9'
w/CONCRETE PAVEMENT SUBGR40E
II' TO 14' 2 ToS 9- 1SIDEWALK SECTION T►+RU DRIVEWAY TO BE
TQ19' POURED SAME THICKNESS AS ORIrEwAY
IS 3,to7 .2 APPROACH 9 PA-0 FOR AS DRIVEWAY
2O�TO 22 S toT IS' APPROACH E XIS"'yG S:OE wALK, "F ANy,
TO BE RE VOA EO AND REPLACED.
REVISED 9/2f/@? J.A.M./MJ M, DRIVEWAY APPROACH
REvISED FISED Ee..'s9.O j gjw R wWRM
FORT NORTH, TEXAS - CONSTRtJCTIpq StANOAl10
p, CITY F
REVISED MA., '93-E.Fw/WRY, CRANING NO S- S S DATE MAY, 19$3
STANDARD APPROACH
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NOTE: GUTTER TO BE SHAPED To
CONFORM WITH CONCRETE
VALLEY (OR PAVEMENT)
EXPANSION k-
EXPANSION
JOINTS A-7 JOINTS
02
O
AdJ
INTERSECTING VALLEY
-- ---- -- --------- -----
PLAN VIEW
#3 BARS 0 1", OR AS DIRECTED
18" O,C.13,W.
BY THE ENGINEER
4" MIN.
(OR EQUAL
TO ADJOINING
PVMNT. DEPTH)
(RESIDENTIAL STREETS)
SECTION A-A
THE 7- REINFORCED CONCRETE VALLEY SHALL REPLACE
TRANSITION SECTION THE TOP 7* OF THE PAVEMENT WITH THE REMAINING
(FOR VALLEYS CROSSING MAJOR STREETS) PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING
SUBGRADE TREATMENT, IN ACCORDANCE WITH THE
DISTANCE FROM TYPICAL PAVING SECTION. THE CONCRETE VALLEY WILL
OF DIP CROWN BE GOVERNED ACCORDING TO CITY STANDARDS FOR
0, CONCRETE CURB do GUTTER. THE CONCRETE SHALL
0.000, CONSIST OF WASHED AND SCREENED AGGREGATE WITH
A MINIMUM OF FIVE (5) SACKS OF CEMENT PER CUBIC
5' 0.041'
YARD OF CONCRETE IN PLACE WITH A MIN. FLEXURAL
STRENGTH OF 550 POUNDS PER SQUARE INCH AT SEVEN
10, 0.083' DAYS WITH CENTER LOADING.
20 0.208'
30.
0.333'
40' 0.458' NOTE: THIS DRAWING DUPLICATES
DRAWING C-1066-R.
50' 0.500'
CITY OF FORT WORTH, TEXAS
DATE: 09/2004
CONCRETE VALLEY GUTTER STR-022
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CITY OF FORT WORTH
T/PW
SOIL LAB SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project : HMAC 2012-4
Project# 01865
DOE No: 6813
Fund Code : 03
Contractor:
HOLE # 1 Austin Ln
LOCATION: 201E of Cottonwood St N/4
3 . 00" HMAC
4 . 00" Lt Brown Sandy Clay, w/gravel
9 . 00" Orange Sandy Clay
ATTERBURG LIMITS : LL: 24 . 3 PL: 14 . 6 PI : 9 . 7 SHRKG: . 6o
MUNSELL COLOR CHART: 10 Yr. 7/3 Very pale brown sandy clay
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 201W of N De Costa St S/4
2 . 50" HMAC
13 . 5.011 Lt Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 24 . 7 PL: 15 . 3 PI : 9 .4 SHRKG: 4 . O0-o
MUNSELL COLOR CHART: 7 . 5 Yr. 8/1 White Sandy Clay
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Clarence St
LOCATION: 201N of Goddard St C/4
2 . 00" HMAC
8 . 00" Orange Sandy Clay, w/gravel
6 . 00" Orange Sandy Clay
ATTERBURG LIMITS : LL: 14 . 8 PL: 13 . 6 PI : 1 . 20 SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr. 6/4 LT YELLOWISH BROWN SAND
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 4015 of Conway St C/4
2 . 25" HMAC
8 . 50" Lt Brown Sandy Clay, w/gravel
5 . 25" Orange Sandy Clay
ATTERBURG LIMITS : LL: 14 . 7 PL: 10 . 9 PI : 3 . 8 SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr. 5/3 Brown Sand
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 329 Clarence St C/4
4 . 00" HMAC
6 . 00" Lt Brown Sandy Clay, w/gravel
2
6 . 00" Orange Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . O.
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 4
LOCATION: Intersection of Kings Cir S C/4
2 . 00" HMAC
7 . 00" Lt Brown Sandy Clay, w/gravel
7 . 00" Orange Sandy Clay
ATTERBURG LIMITS : LL: 16 . 5 PL: 13 . 0 PI: 3 . 5 SHRKG: 1 . 0'
MUNSELL COLOR CHART: 10 Yr. 7/4 Very Pale Brown Sand
UNIT WEIGHT: N/A ##/CFT
HOLE ## 1 Cottonwood St
LOCATION: 40'N of E 18t St C/4
7 . 00" HMAC
9 . 00" Lt Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 20 . 3 PL: 13 . 8 PI : 6 . 5 SHRKG: 4 . 0'
MUNSELL COLOR CHART: 10 Yr. 6/3 PALE BROWN SAND
UNIT WEIGHT: N/A #/CFT
HOLE ## 2
LOCATION: 120 Cottonwood St C/4
7 . 00" HMAC
9 . 00" Lt Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 20 . 8 PL: 12 . 3 PI: 8 . 5 SHRKG: 4 . 0o
MUNSELL COLOR CHART: 10 Yr. 7/3 VERY PALE BROWN SAND
UNIT WEIGHT: N/A ##/CFT
HOLE ## 3
LOCATION: 137 Cottonwood St C/4
7 . 00" HMAC
9 . 00" Lt Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 28 . 5 PL: 19 . 6 PI: 8 . 9 SHRKG: . O.
MUNSELL COLOR CHART: 10 Yr.. 7/4 VERY PALE BROWN SAND
UNIT WEIGHT: N/A ##/CFT
HOLE ## 4
LOCATION: 201S of Austin Ln C/4
6 . 50" HMAC
9 . 50" Lt Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 27 . 6 PL: 21 . 6 PI : 6 . 0 SHRKG: 4 . 0%
MUNSELL COLOR CHART: 10 Yr. 7/8 VERY PALE BROWN SAND
UNIT WEIGHT: N/A ##/CFT
HOLE ## 1 N DE COSTA ST
LOCATION: 221 N De Costa St C/4
5 . 00" HMAC
11 . 00" Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 28 . 9 PL: 17 . 7 PI : 11 . 2 SHRKG: 5 . Oo
MUNSELL COLOR CHART: 10 Yr. 6/3 PALE BROWN SANDY CLAY
UNIT WEIGHT: N/A ##/CFT
3
HOLE # 2
LOCATION: 215 N De Costa St C/4
5 . 50" HMAC
10 . 50" Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 48 . 1 PL: 33 . 4 PI : 14 . 7 SHRKG: 8 . 0o
MUNSELL COLOR CHART: 10 Yr. 7/3 VERY PALE BROWN SANDY CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 201S of Austin Ln C/4
5 . 00" HMAC
11 . 00" Lt Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 25 . 7 PL: 12 . 8 PI : 12 . 9 SHRKG: 6 . Oo
MUNSELL COLOR CHART: 10 Yr. 7/3 VERY PALE BROWN SANDY CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 4
LOCATION: 128 N DE COSTA ST C/4
6 . 00" HMAC
10 . 00" Lt Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . O.
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 5
LOCATION: 40' N of E 1st St C/4
4 . 00" HMAC
12 . 00" Lt Brown Sandy Clay, w/gravel
ATTERBURG LIMITS : LL: 20 . 8 PL: 19 . 0 PI: 1 . 8 SHRKG: 1 . 0a
MUNSELL COLOR CHART: 10 Yr. 6/3 PALE BROWN SAND
UNIT WEIGHT: N/A #/CFT
HOLE # 1 N EDGEWOOD TER
LOCATION: 401N of Meadowbrook Dr E/4
4 . 00" HMAC
4 . 00" Grey Clay
8 . 00" Orange Sandy Clay W/gravel
ATTERBURG LIMITS : LL: 29 . 6 PL: 19 . 7 PI : 9 . 90 SHRKG: 8 . 0o
MUNSELL COLOR CHART: 10 Yr. 7/4 VERY PALE BROWN SANDY CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 2208 N Edgewood Ter C/4
1 . 50" HMAC
8 . 50" Lt Brown Sandy Clay, w/gravel
6 . 00" Lt Brown Sandy Clay
ATTERBURG LIMITS : LL: 44 . 3 PL: 27 . 4 PI : 16 . 9 SHRKG: 12 . 0
MUNSELL COLOR CHART: 10 Yr. 8/4 VERY PALE BROWN CLAY
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 2101 N Edgewood Ter W/4
1 . 50" HMAC
4
8 . 501, Lt Brown Sandy Clay, w/gravel
7 . 00" Brown Sandy Clay
ATTERBURG LIMITS : LL: 23 . 6 PL: 14 . 1 PI : 9 . 50 SHRKG: 6 . Oo
MUNSELL COLOR CHART: 10 Yr. 6/6 Brownish Yellow Sandy Clay
UNIT WEIGHT: N/A ##/CFT
HOLE ## 1 Kings Oak Ln
LOCATION: 4281 Kings Oak Ln C/4
3 . 50" HMAC
4 . 50" Lt Brown Sandy Clay, w/gravel
8 . 00" Orange Sandy Clay
ATTERBURG LIMITS : LL: 14 . 2 PL: 12 . 2 PI : 2 . 0 SHRKG: 0 . 0o
MUNSELL COLOR CHART: 10 Yr. 8/3 VERY PALE BROWN SAND
UNIT WEIGHT: N/A ##/CFT
HOLE ## 2
LOCATION: 4135 Kings Oak Ln C/4
4 . 00" HMAC
8 . 00" Lt Brown Sandy Clay, w/gravel
4 . 00" Lt Brown Sandy Clay
ATTERBURG LIMITS : LL: 14 . 8 PL: 10 . 0 PI : 4 . 8 SHRKG: 0 . 0o
MUNSELL COLOR CHART: 10 Yr. 6/6 Brownish Yellow Sandy
UNIT WEIGHT: N/A ##/CFT
HOLE ## 3
LOCATION: 4124 Kings Oak Ln C/4
3 . 50" HMAC
8 . 50" Lt Brown Sandy Clay, w/gravel
4 . 00" Lt Brown Sandy Clay
ATTERBURG LIMITS : LL: 14 . 6 PL: 12 . 2 PI : 1 . 6 SHRKG: 0 . 0%
MUNSELL COLOR CHART: 10 Yr. 7/3 VERY PALE BROWN SAND
UNIT WEIGHT: N/A ##/CFT
HOLE ## 4
LOCATION: 4004 Kings Oak Ln C/4
3 . 50" HMAC
8 . 50" Lt Brown Sandy Clay, w/gravel
4 . 00" Lt Brown Sandy Clay
ATTERBURG LIMITS : LL: 15 . 4 PL: 12 . 2 PI : 3 . 28 SHRKG: 0 . 0%
MUNSELL COLOR CHART: 10 Yr. 6/4 LT YELLOWISH BROWN SAND
UNIT WEIGHT: N/A ##/CFT
HOLE ## 1 KINGS CIRCLE N
LOCATION: 4412 Kings Cir N C/4
4 . 00" HMAC
7 . 00" Lt Brown Sandy Clay, w/gravel
5 . 00" Brown Sandy Clay
FHO
ERBURG LIMITS : LL: 14 . 22 PL: 11 . 9 PI : 2 . 32 SHRKG: 0 . Oo
SELL COLOR CHART: 10 Yr. 6/3 PALE BROWN SAND
T WEIGHT: N/A ##/CFT
E ## 2
ATION: 4404 Kings Cir N C/4
5
F
. 00" HMAC
. 00" Lt Brown Sandy Clay, w/gravel
. 00" Brown Sandy Clay
ERBURG LIMITS : LL: 15 . 6 PL: 11 . 9 PI : 3 . 7 SHRKG: 1 . Oo
MUNSELL COLOR CHART: 10 Yr. 7/3 VERY PALE BROWN SAND
UNIT WEIGHT: N/A #/CFT
HOLE # 3
LOCATION: 4329 KINGS Cir N C/4
r[UNIT
0" HMAC
0" Lt Brown Sandy Clay, w/gravel
0" Brown Sandy Clay
BURG LIMITS : LL: 17 . 3 PL: 14 . 4 PI : 2 . 9 SHRKG: O . O.
LL COLOR CHART: 10 Yr. 6/2 LT BROWNISH GRAY SAND
WEIGHT: N/A #/CFT
# 4
LOCATION: 4304 Kings Cir N C/4
3 . 00" HMAC
8 . 00" Lt Brown Sandy Clay, w/gravel
5 . 00" Orange Sandy Clay
ATTERBURG LIMITS : LL: 18 . 5 PL: 11 . 5 PI : 7 . 0 SHRKG: 4 . Oo
MUNSELL COLOR CHART: 10 Yr. 7/4 VERY PALE BROWN SAND
UNIT WEIGHT: N/A #/CFT
HOLE # 1 Kings Circle S
LOCATION: 4520 Kings Cir S C/4
3 . 50" HMAC
7 . 50" Lt Brown Sandy Clay, w/gravel
5 . 00" Orange Sandy Clay
ATTERBURG LIMITS : LL: 14 . 3 PL: 11 . 0 PI : 3 . 3 SHRKG: 0 . 0'
MUNSELL COLOR CHART: 10 Yr. 7/3 VERY PALE BROWN SAND
UNIT WEIGHT: N/A #/CFT
HOLE # 2
LOCATION: 4512 Kings Cir S C/4
4 . 00" HMAC
8 . 00" Lt Brown Sandy Clay, w/gravel
4 . 00" Brown Sandy Clay
ATTERBURG LIMITS : LL: 12 . 8 PL: 8 . 7 PI: 4 . 10 SHRKG: 1 . Oo
MUNSELL COLOR CHART: 10 Yr. 8/2 VERY PALE BROWN SAND
UNIT WEIGHT: N/A. #/CFT
HOLE # 3
LOCATION: 4500 Kings Cir S C/4
4 . 00" HMAC
6 . 00" Lt Brown Sandy Clay, w/gravel
6 . 00" Brown Sandy Clay
ATTERBURG LIMITS : LL: 14 . 2 PL: 12 . 2 PI: 2 . 0 SHRKG: . O%
MUNSELL COLOR CHART: 10 Yr. 8/2 VERY PALE BROWN SAND
UNIT WEIGHT: N/A #/CFT
6
HOLE ## 1 WAYNE ST
LOCATION: 341 Wayne St C/4
3 . 00" HMAC
9 . 00" Lt Brown Sandy Clay, w/gravel
FHOLE
Orange Sandy Clay
RG LIMITS : LL: 19 . 6 PL: 11 . 1 PI : 8 . 5 SHRKG: 3 . Oo
COLOR CHART: 10 Yr. 8/3 VERY PALE BROWN SANDY CLAY
GHT: N/A $#/CFT
: 328 Wayne St C/4HMAC
range Sandy Clay, w/gravel
ATTERBURG LIMITS : LL:46 . 25 PL: 29 . 4 PI : 16 . 85 SHRKG: 10 . 00
MUNSELL COLOR CHART: 10 Yr. 6/4 LT BROWN CLAY
'UNIT WEIGHT: N/A ##/CFT
Approval :
Ryan Jeri
Routing:
Date Tested: 2/24/12-2/24/12 Superintendent
Requested by: Kristian Sugrim
Tested by: Soil Lab File
The rest of the streets were already tested in 2009 under a different DOE##.
CITY OF FORT WORTH
CONSTRUCTION SERVICES
LABORATORY RESULTS FOR
TEST HOLE AND PLASTICITY INDEX
Project : 2004 Contract Water & San. Sewer Replacement STM-C
DOE No: 4430
Fund Code : 01, 02
HOLE ## 1
LAB NO: 104635
LOCATION: 2939 Mims St. E/4
1 . 75" HMAC
7
8 . 50" Orange Brown Sandy Clay w/rocks & gravel
7 . 50" Orange Brown Sandy Clay,
5 . 75" Orange Brown Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 2
LAB NO: 104636
LOCATION: 2926 Mims St. C/L
3 . 00" HMAC
7 . 75" Orange Brown Sandy Clay w/rocks & gravel
7 . 50" Orange Brown Sandy Clay,
6 . 00" Orange Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 3
LAB NO: 104637
LOCATION: 2900 Mims St. W/4
f
2 . 00" HMAC
7 . 50" Grayish Stabilizer
7 . 75" Orange Brown Sandy Clay w/rocks & gravel
7 . 00" Orange Brown Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 4
LAB NO: 104638
LOCATION: 2867 Mims St. E/4
6 . 25" HMAC
7 . 50" Lt . Brown Sandy Clay,
8 . 25" Dark Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI: SHRKG: 11 . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 5
LAB NO: 104639
LOCATION: 2851 Mims St. C/L
6 . 00" HMAC
5 . 00" Orange Brown Sandy clay
8 . 50" Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 6
LAB NO: 104640
LOCATION: 2816 Mims St. W/4
7 . 50" HMAC
7 . 75" Dark Brown Sandy clay
8
7 . 50" Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . 0%
MUNSELL COLOR CHART: 10 Yr. 6/3 PALE BROWN CLAY
UNIT WEIGHT: N/A ##/CFT
HOLE ## 7
LAB NO: 104641
LOCATION: 2800 Mims St. E/4
4 . 00" HMAC
6 . 50" Lt . Brown Stabilizer
7 . 25" Lt . Brown Sandy Clay w/rocks & gravel
7 . 25" Lt . Brown Sandy clay w/rocks & gravel
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 8
LAB NO: 104642
LOCATION: Dee wood Ct. Center of Cul de Sac
11 . 25" HMAC
12 . 00" Orange Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 9
LAB NO: 104643
LOCATION: Green Meadow Ct. Center of Cul de Sac
11 . 25" HMAC
12 . 00" Orange Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI: SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 1
LAB NO: 104644
LOCATION: P.O.B. @ Old Randal Mill Rd S/4
2 . 00" HMAC
5 . 25" Orange Brown Stabilizer
7 . 75" Orange Brown Sandy Clay w/rocks & gravel
8 . 00" Brown Sandy clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 2
LAB NO: 104645
LOCATION: 200' E OF POB @ Old Randal Mill Rd C/L
2 . 50" HMAC
5 . 75" Orange Brown Stabilizer
8 . 00" Orange Brown Sandy clay w/ rock & gravel
6 . 00" Brown Sandy clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: Oo
9
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 3 --
LAB NO: 104646
LOCATION: 400' E of POB @ Old Randal Mill Rd. N/4
4 . 25" HMAC
5 . 25" Orange Brown Stabilizer
7 . 75" Orange Brown Sandy clay w/ rock & gravel
5 . 50" Brown Sandy clay
ATTERBURG LIMITS : LL: PL: . PI : SHRKG: . po
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 4
LAB NO: 104647
LOCATION: 600' E of POB @ Old Randal Mill Rd. S/4
4 . 50" HMAC
5 . 75" Orange Brown Stabilizer
7 . 50" Orange Brown Sandy clay w/ rock & gravel
6 . 25" Brown Sandy clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 5
LAB NO: 104648
LOCATION: 800' E of POB @ Old Randal Mill Rd. C/4
4 . 25" HMAC
5 . 00" Orange Brown Stabilizer
8 . 00" Orange Brown Sandy clay w/ rock & gravel
5 . 50" Brown Sandy clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 6
LAB NO: 104649
LOCATION: 1000' E of POB @ Old Randal Mill Rd. N/4
3 . 50" HMAC
4 . 75" Brown Stabilizer
8 . 00" Orange Brown Sandy clay w/ rock & gravel
6 . 75" Dark Brown clay
HOLE # 7
LOCATION: 20' W of Trinity Ct N of Old Randal Mill Rd N/4
2 . 50" HMAC
8 . 50" Dark Brown sandy clay w/gravel
5 . 00" Dark Brown clay
ATTERBURG LIMITS : LL: 19 . 6 PL: 15 . 3 PI : 4 . 3 SHRKG: 2 . 0o
MUNSELL COLOR CHART: 10 Yr. 5/3 Brown Sand
UNIT WEIGHT: N/A #/CFT
10
=# 1650
00 Sandy Lane. E/4
3 . 00" HMAC
5 . 75" Grayish Stabilizer
8 . 25" Burned Orange Sandy clay w/ rock & gravel
7 . 00" Burn Orange Sandy clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 2
LAB NO: 104651
LOCATION: 200' N of 2300 Sandy Lane C/L
7 . 50" HMAC
9 . 00" Dark Brown Sandy Clay w/gravel
' 5 . 00" Reddish Brown Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 3
LAB NO: 104652
LOCATION: 400' of 2300 Sandy Lane. W/4
5 . 50" HMAC
5 . 25" Grayish Stabilizer
6 . 00" Brown Sandy clay w/ rock & gravel
6 . 25" Brown Sandy 5clay
ATTERBURG LIMITS : LL: PL: PI: SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 4
LAB NO: 104653
LOCATION: 2100 Sandy Lane. E/4
E_7 . 00"
HMAC
Dark Brown Sandy Clay w/big rocks & gravel
Reddish Brown Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 5
LAB NO: 104654
LOCATION: 800' N of 2300 Sandy Lane. C/L
8 . 25" HMAC
7 . 75" Orange Brown Sandy Clay w/ rocks & gravel
8 . 00" Brown Sandy Clay
ATTERBU7LIMITS : LL: PL: PI : SHRKG: OW
MUNSELLCHART: 10 Yr.
UNIT WE /A ##/CFT
HOLE ## 6
11
LAB NO: 104655
LOCATION: 2000 Sandy Lane. W/4
9 . 00" HMAC
6 . 00" Dark Brown Sandy Clay w/big rocks & gravel
5 . 0.0" Reddish Orange Clay
ATTERBURG LIMITS : LL: PL. PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 7
LAB NO: 104656
LOCATION: 1950 Sandy Lane. E/4
8 . 50" HMAC
4 . 50" Grayish Stabilizer
6 . 00" Dark Brown Sandy Clay w/ rocks & gravel
5 . 25" Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: Oo
MUNSELL COLOR CHART: 10 Yr,
UNIT WEIGHT: N/A ##/CFT
HOLE ## 8
LAB NO: 104657
LOCATION: , 1900 Sandy Lane. C/L
7 . 75" HMAC
8 . 00" Dark Brown Sandy Clay w/ gravel
6 . 00" Reddish Brown Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 9
LAB NO: 104658
LOCATION: 1900 Sandy Lane. W/4
8 . 75" HMAC
4 . 50" Brown Stabilizer
6 . 00" Brown Sandy Clay w/ rocks & gravel
5 . 25" Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 10
LAB NO: 104659
LOCATION: 1850 Sandy Lane. E/4
5 . 50" HMAC
6 . 00" Grayish Stabilization
7 . 00" Dark Brown Sandy Clay w/ gravel
3 . 00" Reddish Orange Clay
ATTERBURG LIMITS : LL: PL: PI: SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
12
=HOLE # 660
00 Sandy Lane. C/L
8 . 75" HMAC
4 . 25" Brown Stabilizer
6 . 25" Orange Brown Sandy Clay w/ rocks & gravel
5 . 00" Orange Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 12
LAB NO: 104661
LOCATION: 1758 Sandy Lane. W/4
8 . 75" HMAC
4 . 00" Grayish Stabilizer
5 . 00" Dark Brown Sandy Clay w/ gravel
4 . 00" Reddish Orange Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: Oo
MUNSELL COLOR CHART: 10 Yr. UNIT WEIGHT: N/A ##/CFT
HOLE ## 13
LAB NO: 104662
LOCATION: 1750 Sandy Lane. E/4
9 . 00" HMAC
4 . 00" Brown Stabilizer
5 . 00" Brown Sandy Clay w/ rocks & gravel
5 . 25" Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 14
LAB NO: 104663
LOCATION: 1700 Sandy Lane. C/L
9 . 00" HMAC
7 . 00" Dark Brown Sandy Clay w/ rocks & gravel
5 . 00" Reddish Orange Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: 0'
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 15
LAB NO: 104664
LOCATION: 1650 Sandy Lane. W/4
6 . 75" HMAC
5 . 50" Brown Stabilizer
6 . 50" Orange Brown Sandy Clay w/ rocks & gravel
6 . 25" Orange Brown Sandy Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
13
HOLE ## 16
LAB NO: 104665
LOCATION: 1800 Sandy Lane. C/L
7 . 50" HMAC
5 . 00" Grayish Stabilizer
6 . 00" Dark Brown Sandy Clay w/ Big rocks
4 . 00" Reddish Orange Clay w/gravel
ATTERBURG LIMITS : LL: PL: PI: SHRKG: 0'
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 17
LAB NO: 104666
LOCATION: 1550 Sandy Lane. C/L
10 . 00" HMAC
6 . 00" Dark Brown Clay w/ big rocks
4 . 00" Reddish Brown Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A #/CFT
HOLE # 18
LAB NO: 104667
LOCATION: 1450 Sandy Lane. W/4
6 . 75" HMAC
4 . 00" Grayish Stabilizer
7 . 00" Dark Brown Clay w/gravel
4 . 00" Reddish Orange Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: Oa
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 19
LAB NO: 104668
LOCATION: 1400 Sandy Lane. E/4
6 . 00" HMAC
3 . 00" Grayish Stabilizer
8 . 00" Brownish Clay w/big rocks & gravel
5 . 00" Reddish Orange Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
HOLE ## 20
LAB NO: 104669
LOCATION: 1350 Sandy Lane. C/L
8 . 75" HMAC
3 . 00" Grayish Stabilizer
6 . 00" Dark Brown Clay w/ gravel
4 . 00" Reddish Orange Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . 0
MUNSELL COLOR CHART: 10 Yr.
14
EEHHT: N/A #/CFT
104670
1300 Sandy Lane. C/L
MACrayish Stabilizer
ark Brown Sandy Clay w/ gravel
eddish Brown Clay
ATTERBURG LIMITS : LL: PL: PI : SHRKG: . Oo
MUNSELL COLOR CHART: 10 Yr.
UNIT WEIGHT: N/A ##/CFT
Approval :
Ryan Jeri
Routing:
Date Tested: 8/3/09 - 8/7/09 Superintendent
Requested by: Roberto Sauceda Inspector
Tested by: Soil Lab File
50/50 H MAC SURFACE OVERLAY (2012-4)
Blk Limits Project Name Street Limits Procedure Qty/LM CD Mapsco
3806 - 3817 AUSTIN LN COTTONWOOD ST- N DE COSTA ST POL 0.07 8 64S
300 - 399 CLARENCE ST GODDARD ST- KINGS CIR S POL 0.25 4 64T
100 - 199 COTTONWOOD ST E 1 ST ST-AUSTIN LN POL 0.28 8 64S
100-299 N DE COSTA ST E 13T ST- N DEAD END POL 0.48 8 64S
7050 - 7099 DEEWOOD CT W CUL-DE-SAC - MIMS ST POL 0.05 5 80F
2100 -2299 N EDGEWOOD TER MARTHA LN - MEADOWBROOK DR POL 0.26 8 79A
7000 - 7099 GREEN MEADOW CT W CUL-DE-SAC - MIMS ST POL 0.06 5 8OF
$4K
9 KING OAKS LN N BEACH ST- KINGS CIR S POL64T
9 KINGS CIR N KING OAKS LN - KINGS CIR S POL 0.31 4 64T
KINGS CIR S KING OAKS LN - N DEAD ENDPOL 0.51 4 64P
MIMS ST BEATY ST- ROUTT ST POL 0.92 5 80F
RANDOL MILL RD OLD RANDOL MILL RD -TRINITY CTPOL0.81 4 66L
SANDY LN EDERVILLE RD - MEADOWBROOK DR MOL 2.71 1 4 80C
324 -399 IWAYNE ST WOODROSE DR - KINGS CIR S POL 0.13 4 64T
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